HomeMy WebLinkAbout10-16-2023
AGENDA
CITY COUNCIL MEETING
October 16, 2023 - 6:30 PM
City Hall Council Chambers
Members of the public can participate in person at Lakeville City Hall, 20195 Holyoke Avenue. Members of the public may join
the meeting via Teams Meeting, Meeting ID: 267 706 322 550 or by calling Toll Number 1-323-433-2142; Conference ID: 848
709 193#. The mayor will allow for public comments and questions at the appropriate time.
The City Council is provided background information for agenda items in advance by staff and appointed commissions,
committees, and boards. Decisions are based on this information, as well as City policy, practices, input from constituents, and a
council member’s personal judgment.
1. Call to order, moment of silence and flag pledge
2. Roll Call
3. Citizen Comments
4. Additional agenda information
5. Presentations/Introductions
6. Consent Agenda
a. Check Register Summary
b. Minutes of the 09/25/2023 Work Session Meeting
c. Minutes of the 10/2/2023 City Council Minutes
d. Appointments to the City of Lakeville Youth Advisory Commission
e. Ordinance Amendment Concerning Control of Dogs
f. Disposal of Baler Located at Lakeville Liquors Galaxie
g. Contract for the rehabilitation of city wells
h. No Parking Resolution for Kenyon Avenue
i. Approve Feasibility Report and Calling a Public Hearing for the 2024 Street
Reconstruction Project
j. Joint Powers Agreement with Dakota County for Absentee Voting Services
k. Agreement with Lakeville Lawn Care and Snow Removal LLC and Gonzo Brothers
Landscape Limited Liability Company for Snow Removal
l. Agreement with Blackstone Contractors, LLC. for Casperson Park Boat Launch
Improvements
m. Deferment of Special Assessments for Senior Citizens, Disabled and Military Page 1 of 248
City Council Meeting Agenda
October 16, 2023
Page 2
n. Environmental Covenant and Easement Agreement
with Minnesota Pollution Control Agency for
Preserve of Lakeville Second Addition
7. Action Items
8. Unfinished Business
9. New Business
10. Announcements
11. Adjourn
Page 2 of 248
Date: 10/16/2023
Check Register Summary
Proposed Action
Staff recommends adoption of the following motion: Move to approve the Check Register
Summary.
Overview
A summary of the claims paid during the period 09/18/2023 – 10/11/2023 is as follows:
Checks 320443-320571 $1,661,841.33
ACH 14546-14695 $1,166,712.53
Electronic Funds Transfer
(EFT)
20230468-
20230505
$1,757,245.77
Total $4,585,799.63
The City Council will receive a list of expenditures paid (claims detail) and it is available to the
public upon request.
Supporting Information
1. 10.10.23 CKSUM-REVISED
2. 10.10.23 CKREG-REVISED
Financial Impact: $4,585,799.63 Budgeted: Yes Source: Various
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Cheri Donovan, Assistant Finance Director
Page 3 of 248
10/12/2023City of Lakeville 10:15:56R55CKS2LOGIS100
1Page -Council Check SummaryNote: Payment amount may not reflect the actual amount due to data sequencing and/or data selection.
10/11/20239/18/2023 -
Company Amount
488,517.0701000GENERAL FUND
7,815.9602000COMMUNICATIONS FUND
325.00033212017 A IMPROVEMENT BONDS
12,747.6904000BUILDING FUND
795.0004125TECHNOLOGY FUND
247,155.2904200PARK DEDICATION FUND
408.6004401TRAIL IMPROVEMENT FUND
2,521.0504500PARK IMPROVEMENT FUND
13,574.75047002022 C PARK BONDS
45,923.84047102023 A PARK BONDS
7,800.00047202024 X PARK BONDS
113,820.0305200STATE AID CONSTRUCTION FUND
2,742.4905400STORM WATER INFRASTRUCTURE FND
1,955.00065902023 "" STREET RECONSTRUCTION
6,479.000659123-03 IPAVA AVE (KENWOOD-185TH
33,604.6007450ENVIRONMENTAL RESOURCES FUND
15,830.8207550UTILITY FISCAL ADMINISTRATION
16,473.8307575STREET LIGHTING FUND
799,279.2007600WATER FUND
20,973.3607700SEWER FUND
721,986.4707800LIQUOR FUND
179,844.0407900MUNICIPAL RESERVES FUND
303,663.8808000ESCROW FUND - DEVELOPERS/BUILD
2,310.1008910ESCROW - DCA/SECTION 125
382,176.9208950DAKOTA 911 - OPERATING FUND
8,696.0008954DAKOTA 911 - CAPITAL PROJECTS
38,603.5008970LAKEVILLE ARENAS - OPERATIONS
1,109,776.1409800PAYROLL CLEARING FUND
Report Totals 4,585,799.63
Page 4 of 248
CITY OF LAKEVILLE
CITY COUNCIL WORK SESSION MINUTES
LAKEVILLE WATER TREATMENT FACILITY
SEPTEMBER 25, 2023
1. Mayor Hellier called the meeting to order at 6:30 pm in the Council Chambers.
Members Present: Mayor Hellier, Council Members Bermel,Lee,Volk
Members Online: Council Member Wolter
Staff Present: Justin Miller, City Administrator; Julie Stahl, Finance Director; Allyn
Kuennen, Assistant City Administrator; Ann Orlofsky, City Clerk; Paul Oehme, Public
Works Director; Tina Goodroad, Community Development Director; Daryl Morey, Planning
Director
2. Moment of Silence and Flag Pledge
3. Citizen Comments: None
4. Consent Agenda for Approval
Bermel moved, Lee seconded, to approve the following:
a. Resolution Approving 2024 Health and Dental Insurance Rates
Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk
5. Sundance Lakeville Comprehensive Plan Amendment
Planning Director Morey provided background and an overview of the Comprehensive Land Use
Plan and Zoning maps to allow a mixed use development of property located in the northwest
quadrant of 162nd Street (CSAH 46) and Buck Hill Road. The subject property is 18.75 acres
(17.24 acres net), is guided for Low/Medium Density Residential, Medium Density Residential,
and Commercial land uses, with a corresponding zoning of RST-2, Single and Two Family
Residential District, RM-1, Medium Density Residential District, and C-3, General Commercial
District, respectively.
Timberland Partners presented the current concept plan for development of the property. The
current plan proposes two, single story medical office buildings fronting CSAH 46, 169 attached
(stacked flat) townhouse units within 13 buildings, nine single family lots, and an HOA clubhouse
with outdoor pool and a maintenance building. Timberland Partners proposes to amend the land
use and zoning maps to allow the townhouse and single family components of their project.
Director Morey added that Timberland Partners’ 2021 proposal included no commercial uses, 188
attached (stacked flat) townhouse units within 18 buildings, nine single family lots, and an HOA
clubhouse with outdoor pool and a maintenance building. Timberland Partners’ 2021
Comprehensive Plan and Zoning Map amendment requests were not approved by the City
Council. Director Morey added that the Comprehensive Plan amendment requires a supermajority
Page 5 of 248
City Council Work Session Minutes, September 25, 2023 Page 2
(four-fifths) vote of the City Council in order to pass.
The Council discussed the traffic and parking concerns at this site as well as signage for the
revised development proposal. They asked the developer to explain the challenges they have had
to get tenants to occupy the location at this site. Overall, the Council thought the revisions to this
the development were moving in the right direction for the city.
6. Lake Marion Gravel Pit Future Land Use
Planning Director Morey provided an overview of the property. The property is identified on the
2040 MUSA Staging Plan as Expansion Area B, which would allow City sanitary sewer service in
2029 or later. MUSA Expansion Area B extends south of 195th Street approximately one-half
mile. When the property is brought into the current MUSA, likely with the next Comprehensive
Plan Update, and when City sanitary sewer is extended to the property, the City will obtain park
dedication with the subdivision of the property. Low density subdivisions require a 12% land
dedication and medium density subdivisions require a 14% land dedication. The land dedication
would be used for the regional trail corridor adjacent to Lake Marion consistent with the Parks,
Trails and Open Space Plan.
The current Zoning Ordinance does not regulate docks or restrict the number of watercraft that can
be docked on an individual lot, except that docks in planned shoreland developments
incorporating shoreline recreational facilities must be centralized for common utilization (11-102-
21.J). Instead, docks are regulated by the DNR and do not require a permit provided they meet
DNR requirements. One of the DNR requirements is that the dock cannot be used as a marina.
The City Council previously discussed this subject at their August 23, 2021 work session,
however, the Lake Marion Homeowners Association continues to express concerns regarding the
future development of the gravel mining property and the possibility of multiple docks or boat
slips associated with the future development.
The Council discussed different options that could be applied to this location.
Council directed staff to research regulations and ask the City Attorney if the Council needs to
apply these regulations to the City Ordinance.
7. Printed Newsletter Discussion
Communications Manager Helmers provided an overview of the City’s current communication
methods and discussed that the residents have requested that the City consider different forms of
communication. Helmers presented the different costs options to run a mailed newsletter (either
monthly, quarterly, or semi-annualy).
Council discussed several ideas for different forms of communication and directed staff to keep
moving forward with iniating a printed quarterly newsletter in the final quarter of 2023.
8. Barking Dog Ordinance Amendment
Page 6 of 248
City Council Work Session Minutes, September 25, 2023 Page 3
City Administrator Miller stated that at the last city council work session meeting Council asked
staff to investigate our barking dog ordinance and determine if it could be improved. The current
City Code 5-1-9(d) states: Keeping Of Nuisance Dogs Prohibited: No person shall keep or
harbor a dog in the City which habitually barks, cries or whimpers. Any such dog is hereby
declared to be a public nuisance 1 . (Ord. 133, sec. 7, 1-2-1979)
Staff has provided a draft ordinance that replaces the existing language and sets a time
period/definition of "habitually barks or cries". Setting this time period is important for
enforcement purposes.
The Council discussed the amendment to the ordinance, and the different enforcement concerns
and directed staff to proceed with language in the draft ordinance this evening.
9. Items for Future Discussion - None
10. Committee/ City Administrator Updates
Volk: Provided an update on the Hasse Arena’s Manager report.
Bermel: Provided an update on the Airport Advisory Committee September Meeting
Lee: Personnel Committee will begin the City Administrators Annual Review
Hellier: Provided an update from the Regional Council of Mayors & the Dakota County Mayor’s
Management Meeting
Upcoming Meetings:
•Next Regular Meeting: October 2, 2023
•Next Work Session: October 23, 2023
11. The meeting adjourned at 8:10 p.m.
Respectfully submitted,
_______________________________ ___________________________
Ann Orlofsky, City Clerk Luke M. Hellier, Mayor
Page 7 of 248
CITY OF LAKEVILLE
CITY COUNCIL MEETING MINUTES
October 2, 2023
1. Mayor Hellier called the meeting to order at 6:30 p.m.
Members Present: Mayor Hellier, Council Members Bermel, Lee, Volk, Wolter
Staff Present: Justin Miller, City Administrator; Andrea McDowell Poehler, City Attorney;
Brad Paulson, Police Chief; Paul Oehme, Public Works Director; Tina Goodroad, Community
Development Director; Julie Stal, Finance Director; John Hennen, Parks & Recreation
Director; Zach Johnson, City Engineer; Allyn Kuennen, Assistant City Administrator; Ann
Orlofsky, City Clerk
2. Moment of Silence and Flag Pledge
3. Citizen Comments: None
4. Additional Agenda Information: None
5. Presentations/Introductions:
•Director Paul Oehme presented the Public Works Quarterly Report.
6. Consent Agenda:
Motion was made by Bermel, seconded by Wolter, to remove Item 6.d from the consent
agenda for discussion and approve the following:
a.Check Register Summary
b.Minutes of the 09/18/2023 City Council Meeting
c.Resolution Calling a Public Hearing Relating to the Imposition of a Service Charge
for Special Service District No 1
d.No Parking Resolution for Kenyon Ave
e.Resolution Calling Public Hearing on Unpaid Special Charges
f.Arvig Enterprises, Inc. Lease Agreement
g.Resolution Rescinding Post Health Care Savings Plan Policy 6.62.1
h.Estoria Lakeville Final Plat Extension
i.Cordelia Second Addition Final Plat
Voice vote was taken on the motion. Ayes – Hellier, Bermel, Lee, Volk, Wolter
7. No Parking Resolution for Kenyon Avenue
Councilmember Lee asked if the Council would explore a No-Overnight Parking change to
this resolution versus restricting all parking. The road was not designed for semi-truck
parking, and it has created a problem for emergency vehicles to get through the cul-de-sac.
Page 8 of 248
CITY COUNCIL Minutes, October 2, 2023 Page 2
Lee moved, Bermel seconded, to table this item until the October 16, 2023, Council Meeting.
The Council directed staff to bring a new resolution forward that would restrict overnight
parking in this location.
Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
8. Action Items
a.Public Hearing for the Proposed 2024-2028 Capital Improvement Plan and
Street Reconstruction Plan and the Intent to Issue General Obligation Street
Reconstruction Bonds and General Obligation Capital Improvement Bonds
Finance Director Julie Stahl and City Engineer Zach Johnson presented the
Proposed 2024-2028 Capital Improvement Project. Stahl explained that there are
three resolutions to approve this evening after the public hearing. Approval of these
motions will result in adoption of the 2024-2028 CIP and Street Reconstruction Plan
and provide the City the flexibility to issue bonds for the projects listed in the
resolution.
Changes to the CIP document since the August work session include those noted
below-
1. Addition of two police squad cars in the 2024 Equipment Plan
2. Increase in estimated cost of a fire engine in the 2024 Equipment Plan
(+$100K)
A potential project has emerged that is not included in the 2024-2028 CIP.
Vermillion River applied for a grant to improve water quality in the Greenridge Park
watershed. If grants are received, the project would be constructed in 2024. The City
would be the lead agency and would incur approximately $525K of costs, of which
$500K would be reimbursed by the grants. If the grants are looking favorable closer
to the end of the year, this project will be included as part of the Environmental
Resources budget for Council approval.
Engineer Zach Johnson presented the specific projects that the CIP will support for
the following departments: Transportation, Parks and Recreation, Utilities,
Environmental Resources, and Equipment and Technology.
Mayor Hellier opened the public hearing at 7:02 p.m.
There were no comments from the public.
Motion by Volk, seconded by Bermel, to close the public hearing at 7:03 p.m.
Voice vote was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
Bermel moved, Lee seconded, to approve the a Resolution Adopting the 5-Year
Page 9 of 248
CITY COUNCIL Minutes, October 2, 2023 Page 3
Capital Improvement Plan (2024-2028) and Approving the Issuance of General
Obligation Capital Improvement Bonds; and a Resolution Declaring the Official
Intent of the City of Lakeville to Reimburse Certain Expenditures from the Proceeds
of Bonds to be Issued by the City.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
Lee moved, seconded by Wolter, to approve the Resolution Adopting the 5-Year
Street Reconstruction Plan (2024-2028) and Approving the Issuance of General
Obligation Street Reconstruction Bonds.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
b.Public Hearing Adopting a Resolution for Assessments For Unpaid Special
Charges
Director Stahl clarified that the City can minimize its losses due to bankruptcies by
assessing unpaid special charges to taxes. These charges include costs and charges
incurred by the City for mowing of grass, removal of weeds, property maintenance
on nuisance properties, false alarm charges and unpaid utility bills. To recover the
unpaid special charges, the city must adopt a resolution declaring the unpaid special
charges to be assessed and establish a date for the assessment hearing for those
charges. Public notice of the hearing was mailed to customers and published in the
newspaper.
Mayor Hellier opened the public hearing at 7:09 p.m.
There were no comments from the public.
Motion by Volk, seconded by Wolter, to close the public hearing at 7:10 p.m.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
Motion by Lee, seconded by Bermel, approve Resolution Adopting Assessments for
the Unpaid Special Charges.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
c.Organics Recycling Facility Ordinance Amendment
Representatives Anthony Cecil and Julie Berry presented Bioenergy’s request for a
text amendment to add Organics Recycling Facility as a new conditional use in the
I-2 zoning district.
Page 10 of 248
CITY COUNCIL Minutes, October 2, 2023 Page 4
Director Goodroad explained that the I-2, General Industrial District, allows for
processing and manufacturing of products except for waste, so an amendment is
necessary. This amendment includes adding Organics Recycling Facility to Section
11-2-3 Rules and Definitions, to define the use as the “recycling of diverted organics
and food waste to produce sustainable energy and soil nutrients through naturally
occurring biological processes known as anaerobic digestion”. The amendment also
includes adding the use as a conditional use in the 1-2 District (Section 11-87-7)
with several conditions related to the operations of a organics recycling facility. The
conditions require all operations to be conducted entirely within enclosed structures
and no outdoor storage of processing products or by-products shall be permitted.
The text amendments will allow Bioenergy Devco, LLC to apply for a conditional
use permit for the development of an organics processing facility that will utilize
Anaerobic Digestion (AD) technology to process organic feedstock and convert it
into renewable natural gas. The organic material is primarily composed of
residential and commercial food waste products that are then processed into natural
gas which will be injected into a nearby Northern Natural Gas pipeline for transport
to gas customers. The soil by-product will be used as compost as a soil amendment.
Director Goodroad added that the Planning Commission held a public hearing on the
proposed ordinance at their September 21, 2023, meeting, and unanimously
recommended approval. There were not comments from the public.
Mayor Hellier added comments from a resident and neighbor who grows lavender
near the facility and had concerns about the smell affecting her product. Mayor
Hellier asked the applicant to reach out to the resident.
Motion by Volk, seconded by Wolter, to adopt an ordinance amendment to Title 11,
Chapter 2 and Chapter 87 of the City Code.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
9. Unfinished business: None
10. New business: None
11. Announcements:
•Next Regular Meeting, October 16, 2023
•Next Work Session Meeting, October 23, 2023
Motion was made by Bermel, seconded by Volk, to adjourn to the Meeting.
Roll call was taken on the motion. Ayes - Hellier, Bermel, Lee, Volk, Wolter
The meeting adjourned at 7:35 p.m.
Page 11 of 248
CITY COUNCIL Minutes, October 2, 2023 Page 5
Respectfully submitted,
_______________________________ __________________________________
Ann Orlofsky, City Clerk Luke M. Hellier, Mayor
Page 12 of 248
Date: 10/16/2023
Appointments to the City of Lakeville Youth Advisory Commission
Proposed Action
Staff recommends adoption of the following motion: Move to make appointments to the City of
Lakeville Youth Advisory Commission.
Overview
The City Council established the City of Lakeville Youth Advisory Commission in 2022. At that
time, 12 members were appointed. Two of those members have since graduated from high
school, so the City opened an application to seek additional members. Applicants were
interviewed by the City Council. Attached to this report is a resolution making the appointments.
Supporting Information
1. Resolution Appointing Members to the Youth Advisory Commission
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: A Sense of Community and Belonging
Report Completed by: Courtney Miller, Assistant to the City Administrator
Page 13 of 248
CITY OF LAKEVILLE
RESOLUTION NO. ____
Resolution Appointing Members to the Lakeville Youth Advisory Commission
WHEREAS, the City Council has established a City of Lakeville Youth Advisory Commission,
and
WHEREAS, candidates were interviewed by the City Council, and
WHEREAS, according to the approved by-laws, members are appointed to a two-year term
beginning October 1, 2023
NOW, THEREFORE, BE IT RESOLVED that the following are appointed to the City of
Lakeville Youth Advisory Commission:
Zavieanna Johnson
Olivia Schmidt
ADOPTED by the Lakeville City Council this 16 day of October 2023
______________________________
Luke Hellier, Mayor
_________________________________
Ann Orlofsky, City Clerk
Page 14 of 248
Date: 10/16/2023
Ordinance Amendment Concerning Control of Dogs
Proposed Action
Staff recommends adoption of the following motion: Move to Approve an Ordinance Amending
Title 5, Chapter 1 of the Lakeville City Code Concerning Control of Dogs.
Overview
Earlier this year, city council asked staff to research methods to strengthen the city code relating
how to deal with habitually barking dogs. At the September work session, council reviewed a
draft ordinance and directed staff to place it on a regular council agenda for approval.
The revised ordinance adds a time threshold of five minutes as a definition of "habitual"
barking. The previous code language had no time limit and left "habitually" up to interpretation.
Supporting Information
1. DOCS-#227140-v2-ORDINANCE_NUISANCE_DOGS
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Justin Miller, City Administrator
Page 15 of 248
227140v2
ORDINANCE NO. ___
CITY OF LAKEVILLE
COUNTY OF DAKOTA, MINNESOTA
AN ORDINANCE AMENDING TITLE 5, CHAPTER 1 OF THE LAKEVILLE
CITY CODE CONCERNING CONTROL OF DOGS
THE CITY COUNCIL OF THE CITY OF LAKEVILLE, MINNESOTA ORDAINS:
SECTION 1. Section 5-1-9(D) of the Lakeville City Code is amended in its entirety to
read as follows:
D. Keeping of Nuisance Dogs Prohibited: It shall be unlawful for any person to keep or
harbor a dog which habitually barks or cries. Habitual barking shall be defined as barking or crying
for repeated intervals of at least five minutes with less than one minute of interruption. Such
barking must also be audible off of the owner's or caretaker's premises.
SECTION 2. Effective Date. This ordinance shall be effective immediately upon its
passage and publication.
ADOPTED by the City Council of the City of Lakeville, Minnesota this ______ day of
_______________, 2023.
CITY OF LAKEVILLE
BY: _______________________________
Luke M. Hellier, Mayor
ATTEST:
____________________________
Ann Orlofsky, City Clerk
Page 16 of 248
Date: 10/16/2023
Disposal of Baler Located at Lakeville Liquors Galaxie
Proposed Action
Staff recommends adoption of the following motion:
Overview
Staff is requesting permission to dispose of the Harmony Baler, model number M60STD, serial
number M60STD-3163 located at the Lakeville Liquors Galaxie location. This baler has not
been used for numerous years and is of no value to the City. E-Z Recycling Center LLC of St.
Paul, Minnesota, has offered to remove and dispose of the baler free of charge.
Supporting Information
1. BILL_OF_SALE_BALER
Financial Impact: $0 Budgeted: No Source:
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Tana Wold, Liquor Operations Director
Page 17 of 248
228112v1
BILL OF SALE
The CITY OF LAKEVILLE, a Minnesota municipal corporation (“Seller”), owner of
the following described property:
Harmony Baler, Model Number #M60STD, Serial Number #M60STD-
3163
(“Property”)
in consideration of the sum of One Dollar ($1.00) to it in hand paid by E-Z RECYCLING
CENTER, LLC, a Minnesota limited liability company (“Buyer”) the receipt of which is
hereby acknowledged, does hereby grant, bargain, sell and convey unto Buyer, in an “AS-IS”
condition and with warranties only with respect to title and ownership, the Property described
above. Seller and Buyer agree that no warrant of fitness for a particular purpose is provided in
connection with the sale of the Property and Buyer accepts all liability related to the use and
possession of the Property by Buyer, its officers, employees, agents, successors and assigns.
CITY OF LAKEVILLE
By:
Luke M. Hellier, Mayor
And:
Ann Orlofsky, City Clerk
E-Z RECYCLING CENTER, LLC
By:
Print Name:__________________________
Its:
Page 18 of 248
Date: 10/16/2023
Contract for the rehabilitation of city wells
Proposed Action
Staff recommends adoption of the following motion: Move to approve a contract with Bergerson
Caswell, Inc. for the rehabilitation of wells nos. 3, 4 and 18.
Overview
The City of Lakeville pumps an average of six million gallons of water per day. Pumping needs
are fulfilled by 19 ground water wells throughout the city. It is critical that all wells will operate
efficiently when water use creates a demand of over 20 million gallons of water per day.
Submersible wells are scheduled for inspection and rehabilitation every 10 years. Vertical line
turbine wells are scheduled for inspection and rehabilitation every 8 years. This year, one
submersible well and two vertical line turbine wells are scheduled for inspection and
rehabilitation. After each well installation is removed and inspected, a detailed report is provided
to the Utilities Department staff to determine the need for well component repairs and/or
replacements.
The Utilities Division solicited bids on the BidVault website. The contract is proposed to be
awarded based on base bid price and contractor qualifications. Two well contractors submitted
bids. Bergerson Caswell, Inc. submitted a base bid of $263,505.00. Keys Well Drilling Co.
submitted a base bid of $269,800.00. Staff recommends awarding a contract to Bergerson
Caswell, Inc. based on their low bid, meeting contractor qualifications and past work they have
completed with the City. Several alternates were received in the bids but are not recommended
for award at this time. The alternative bids will be used for pricing if the bid alternative work is
required once the well components are removed and inspected.
Supporting Information
1. Bergerson Caswell Contract
2. Bid Abstract Summary
Financial Impact: $263,505.00 Budgeted: Yes Source: 7610-6295
Envision Lakeville Community Values: Good Value for Public Service
Report Completed by: Steve Grossman, Utilities Supervisor
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Contractor
Addendum AcknowledgedBid Bond Non-collusionResponsible ContractorBase Bid Alternate 1 Alternate 2 Alternate 3 Alternate 4 Total Bid
Bergerson Caswell Inc.x x x x $263,505.00 $144,000.00 $32,512.50 $50,700.00 $34,600.00 $525,317.50
Keys Well Drilling Co.x x x x $269,800.00 $287,000.00 $37,120.00 $45,500.00 $34,250.00 $673,670.00
2023 Well Rehabilitation Project 23-99
Well Nos. 3, 4 and 18
Bid Opening Summary
September 26, 2023 10:30a.m.
Page 28 of 248
Date: 10/16/2023
No Parking Resolution for Kenyon Avenue
Proposed Action
Staff recommends adoption of the following motion: Move to approve resolution for No Parking
on Kenyon Avenue 10:00 p.m. to 6 a.m. from the end of the cul-de-sac north 115'.
Overview
Kenyon Avenue is a dead-end street west of I-35, north of Kenwood Trail and is in a
commercial district. Semi-trucks routinely use the Kenyon Avenue cul-de-sac as an overnight
parking area. Kenyon Avenue is not intended to be used for semi-truck parking and could
hamper emergency vehicle movements and the traveling public. It is recommended no
overnight parking be posted from10:00 p.m. to 6 a.m. in the cul-de-sac.
Supporting Information
1. No Parking Area Exhibit
Financial Impact: $0.00 Budgeted: Yes Source: N/A
Envision Lakeville Community Values:
Report Completed by: Paul Oehme, Public Works Director
Page 29 of 248
CITY OF LAKEVILLE
RESOLUTION NO._________
NO PARKING RESOLUTION FOR KENYON AVENUE
Resolution Approving No Parking on Kenyon Avenue
WHEREAS, Kenyon Avenue is a dead-end street west of I-35 and north of Kenwood Trail in
the commercial district; and
WHEREAS, it has been observed that commercial semi-trucks routinely use Kenyon Avenue
cul de sac as an overnight parking area; and
WHEREAS, Kenyon Avenue is not intended to be used for semi-truck parking; and
NOW, THEREFORE, BE IT RESOLVED by the Lakeville City Council No overnight
parking is established on Kenyon Avenue from 10:00 p.m. to 6:00 a.m. at the end of the cul-de-
sac north 115'.
ADOPTED by the Lakeville City Council this 2nd day of October 2023
_________________________
Luke M Hellier, Mayor
_________________________
Ann Orlofsky, City Clerk
Page 30 of 248
Page 31 of 248
Date: 10/16/2023
Approve Feasibility Report and Calling a Public Hearing for the 2024 Street
Reconstruction Project
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution approving
the feasibility study and calling a public hearing for the 2024 Street Reconstruction Project, City
Project 24-02.
Overview
The City Council authorized WSB to prepare a feasibility report for the 2024 Street
Reconstruction Project on June 20, 2023. The feasibility report has been completed.
Based on the information in the Feasibility Report, the estimated cost for the 2024 Street
Reconstruction Project is $3,100,033. Recommended funding sources are Water Fund, Sewer
Fund, Trail Improvement Fund, Stormwater Infrastructure Fund, Environmental Resources
Fund, City issuance of debt which is repaid with property tax levies and special assessments
benefitting the property owners (consistent with the City’s Special Assessment Policy).
A neighborhood meeting was held on August 2, 2023 for the proposed reconstruction project.
There was no significant opposition to the project. Multiple questions and comments were
shared with City staff. The primary topics were related to: assessments, tax dollar use, individual
construction impacts, stormwater basin maintenance, existing localized drainage concerns and
overall project scope. A second neighborhood meeting is scheduled to be held on November 9th,
2023 at City Hall.
The project is feasible, necessary and cost effective from an engineering perspective. Based on
the information provided, staff recommend approving the report and setting a public hearing
date.
Supporting Information
1. Project Location Map FDR Areas
2. CP2402 Resolution Ordering Public Hearing
3. 24-02 Project Recon Financing
4. 24-02 Feasibility Report - FDR
Financial Impact: $3,100,033 Budgeted: Yes Source: Multiple Sources
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Steve Ferraro, Public Works Coordinator
Page 32 of 248
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Page 34 of 248
CITY OF LAKEVILLE
RESOLUTION NO. 23-__
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC
HEARING
FOR THE 2024 STREET RECONSTRUCTION PROJECT
WHEREAS, on October 16, 2022, the City Council received the feasibility report for the
proposed improvements of portions of Rock Ridge First/Second Addition; Wyldewood Oaks; and
Raven Lake First/Second/Third Addition; St. Frances Woods 7th Addition. Woodridge Estates,
Warweg Addition, Antlers Park, Lenihans Lot Antlers Park, Bentson Addition, Village Creek
First Addition, Berres Addition, Barrett First Addition, City Project 24-02; and
WHEREAS, the report provides information regarding whether the proposed
improvement is necessary, cost-effective, and feasible; whether it should best be made as
proposed or in connection with some other improvement; the estimated cost of the
improvement as recommended; and a description of the methodology used to calculate
individual assessments for affected parcels.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lakeville:
1. The Feasibility Report for Project 24-02 is hereby approved.
2. The council will consider the improvement of such improvements in accordance with the
report and the assessment of abutting and nonabutting property for all or a portion of
the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an
estimated cost of the improvement of $3,100,033.
3. A public hearing on such improvement is hereby called for November 20, 2023 at 7:00
p.m. at the Council Chambers of the City Hall and the Clerk shall give mailed and
published notice of such hearing and improvement as required by law.
ADOPTED by the Lakeville City Council this 16th day of October 2023.
______________________________
Luke M. Hellier, Mayor
_________________________________
Ann Orlofsky, City Clerk
Page 35 of 248
Project Financing
Funding for the project was programmed in the 2023-2027 CIP. The following is a breakdown
of the estimated costs.
▪ The City’s cost-share for roadway and storm sewer improvements, including storm
sewer repair/replacement, will be financed from the issuance of G.O. Improvement
Bonds. The City’s share of debt will be financed with taxes, which are repaid with
property tax levies.
▪New stormwater quality infrastructure will be financed from the Stormwater
Infrastructure Fund.
▪Public watermain improvements, including the installation of corrosion protection
best management practices, will be financed from the Water Operating Fund.
▪Public sanitary sewer improvements, including infrastructure repair/replacement
and inflow and infiltration best management practices, will be financed from the
Sanitary Sewer Operating Fund.
▪Public stormwater management improvements, including water quality
improvements & stormwater basin maintenance, will be financed from the
Environmental Resources Fund.
▪Public trail reconstruction ADA ramps associated with said trails will be financed by
the Trail Improvement Fund.
Anticipated Funding Sources Amount
G.O. Improvement Bonds – Taxes 1,554,857
G.O. Improvement Bonds – Sp. Assessments 904,257
Water Operating Fund 165,018
Sanitary Sewer Operating Fund 91,837
Stormwater Infrastructure Fund 194,107
Stormwater Infrastructure Fund – Water Quality 114,752
Environmental Resources Fund – Stormwater Basin Maintenance 38,800
Trail Improvement Fund 36,405
$3,100,033
The adopted Lakeville 5-year Capital Improvement Plan (2023-2027) programs an estimated total
project cost of $4,810,000. The Capital Improvement Plan funding also included the 2024 street
rehabilitation project which is not included in the street reconstruction project costs.
Page 36 of 248
178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM FEASIBILITY REPORT
2024 STREET RE CONSTRUCTION
PROJECT
20195 HOLYOKE AVE | LAKEVILLE, MN
October 16, 2023
Prepared for:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
CITY PROJECT NO. 24-02
WSB PROJECT NO. 023290
Page 37 of 248
178 E 9TH STREET | SUITE 200 | SAINT PAUL, MN | 55101 | 651.286.8450 | WSBENG.COM
October 16, 2023
Honorable Mayor and City Council
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: C.P. 24-02
WSB Project No. R-023290-000
Dear Honorable Mayor and City Council Members:
Transmitted herewith for your review is a feasibility report which addresses improvements
associated with the 2024 Street Reconstruction Project. This feasibility report describes the
necessary improvements and associated costs for this street improvement project.
I am available at your convenience to discuss this report. Please do not hesitate to contact me at
(612) 430-0986 if you have any questions regarding this report.
Sincerely,
WSB
Chris Bunders, PE
Project Manager
Attachments
cc:
Page 38 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000
Table of Content s
Letter of Introduction
Table of Cont ents
Certification
1. Executive Summary ..................................................................................... 1
2. Introduction ................................................................................................ 2
2.1 Authorization ........................................................................................ 2
2.2 Scope .................................................................................................. 2
2.3 Data Available ....................................................................................... 3
3. Existing Conditions ..................................................................................... 4
3.1 Surface ................................................................................................ 4
3.2 Public Utilities ....................................................................................... 8
3.2 .1. Public Sanitary Sewer ...................................................................... 8
3.2 .2. Public Water Main ............................................................................ 8
3.2 .3. Public Storm Sewer .......................................................................... 9
3.2 .4. Wetlands ....................................................................................... 10
4. Proposed Improvements .............................................................................. 11
4.1 Surface ............................................................................................... 11
4.2 Public Utilities ...................................................................................... 11
4.2 .1. Public Sanitary Sewer ..................................................................... 11
4.2 .2. Public Water Main ........................................................................... 12
4.2 .3. Storm Sewer .................................................................................. 12
4.2 .4. Wetlands ....................................................................................... 14
4.2 .5. Public Street Sign Replacement ....................................................... 14
4.2 .6. Mailbox Replacement ...................................................................... 15
4.2 .7. Permits/Approvals ........................................................................... 15
4.2 .8. Construction Access/ Staging ........................................................... 15
4.2 .9. Public Involvement .......................................................................... 15
5. Financing .................................................................................................. 16
5.1 Opinion of Probable Cost .............................................................. 16
5.2 Funding .......................................................................................... 16
6. Project Schedule .................................................................................. 18
Page 39 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Table of Contents
7. Feasibility and Recommendation .................................................................. 19
Appendix A
Figure 1 – Project Location Map s
Figure 2 – Typical Sections
Appendix B
Opinion of Probable Cost
Appendix C
Assessment ID Maps
Assessment Roll
Appendix D
Geotechnical Evaluation Report, Braun Intertec
Appendix E
Public Response Log
Appendix F
Stormwater Capacity Analysis Figures , Bathymetric Maps and Sediment
Sampling Results
Page 40 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Certification
Certification Sheet
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.
Chris Bunders , PE
_______________________________________________
Date: October 16, 2023 Lic. No. 57173
Quality Control Review Completed By:
Monica Heil , PE
_______________________________________________
Date: October 16, 2023 Lic. No. 47497
Page 41 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 1
1. Executive Summary
The 2024 Street Re construction Project, City Project No. 24-02, w as initiated based
on the City’s Pavement Management Program and is separated into two parts based
on the proposed improvements. The 2024 Street Reconstruction portion will require
reclaiming and paving while the 2024 Street Rehabilitation Project will require
milling and overlaying. The streets proposed for improvements have deteriorated to
a point where reclaiming and paving rehabilitation work is needed. Streets proposed
for improvements in 20 24 include roadways within the following subdivisions totaling
approximately 2.7 miles:
Rock Ridge First/Second Addition ; Wyldewood Oaks ;and Raven Lake
First/Second /Third Addition ; St. Frances Woods 7 th Addition. Woodridge Estates,
Warweg Addition, Antlers park, Lenihans Lot Antlers Park, Bentson Addition, Village
Creek First Addition, Berres Addition, Barrett First Addition.
• Jaguar Path (Kenwood Trail to Upper 178 th Street W )
• Jarl Court (Jaguar Path to cul -de-sac )
• Jay Court (Jaguar Path to cul -de-sac)
• Jaeger Path (185 th Street W to Jacquard Path )
• Jambeau Court (Jaeger Path to cul -de-sac)
• Jaeger Court (Jaeger Path cul -de-sac )
• 183 rd Street W (Jamaica Path to Jaeger Path )
• Jacquard Path ( Jaeger Path to project limits)
• Jacquard Court ( Jacquard Path to cul -de-sac)
• Kaftan Court (Kensington Boulevard to cul -de-sac)
• 201 st Street W (Italy Avenue to Ipava Avenue)
• Italy Avenue (201 st Street W to project limits)
• 205 th Street W (Holyoke Avenue to project limits)
• 172 nd Street W (Ixonia Path to Ipswich Way)
• 173 rd Street W (Ixonia Path to Ipava Avenue)
• Ipswich Way (172 nd Street W to Ixonia Path)
The project location map for Reclaimed Streets is included in Figure 1 of Appendix
A of this report .
The 202 4 Street Reconstruction Project includes roadway reclamation based on
pavement ratings, current roadway conditions, and utility needs in the area, as well
as the overall Capital Improvement Plan budget. Surface improvements
recommended for all streets within the project include reclamation of the existing
Page 42 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 2
bituminous pavement, s ubgrade correction as necessary, replacement of structurally
deficient or improperly draining concrete curb and gutter , sidewalks , and trails , ADA
compliant pedestrian ramp installation, and new pavement installation.
Replacing portions of the City’s deteriorating utility infrastructure in conjunction with
the proposed street improvements provides an opportunity to minimize the
replacement costs and traffic disruptions associated with the work. Proposed utility
improvem ents include the following:
• Installation of corrosion protection for the existing watermain throughout a
majority of the project area.
• Repair or replacement of structurally deficient storm sewer manholes and
installation of stormwater quality best management practices (BMPs)
• Installation of additional storm sewer drainage structures and storm sewer,
including drain tile in areas with poorly draining soils (drain tile services to
individual properties will be evaluated in final design).
• Replacement of all structurally deficient storm sewer and sanitary sewer
manhole castings, concrete adjusting rings, and installing inflow and
infiltration (I&I protection ) per current City Standards.
The total estimated project cost for the City of Lakeville’s 2024 Street
Reconstruction Project is $3,100,033 which includes a ten percent (10%)
contingency and twenty -eight percent (28%) indirect costs for legal, engineering,
administrative, and financing costs. The project is proposed to be funded through
various City funds and through special assessments to benefitting property owners
in accordance with the City’s current assessment p olicy.
2. Introduction
2.1 Authorization
On June 20th, 202 3 , the Lakeville City Council authorized the preparation of an
engineering report for the 202 4 Street Reconstruction Project . This project is
included in the City’s 202 3 -202 7 Capital Improvement Plan (CIP) and is designated
as City Project No. 24-02.
2.2 Scope
This report investigates the feasibility of proposed street and utility improvements
identified by the City Pavement Management Program (PMP) and CIP for 2024.
Streets proposed within the 2024 Street Reconstruction Project were initially
considered because of existing pavement conditions. The average Overall Condition
Index (OCI) value for streets within the 2024 Street Reconstruction Project area is
4 3.8 using an OCI scale of 0 to 100 (with zero representing a completely failed
street section and 100 repre senting a new street section free of deficiencies).
Streets with OCI values less than 40 are considered to be in failing condition.
Page 43 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 3
Streets with OCI values of 40 – 60 are considered to be in weakened condition and
will deteriorate more quickly based on a typical pavement performance curve.
Improvements outlined within this report include street rehabilitation in the form of
reclamation, including partial replacement of concrete curb and gutter and concrete
sidewalk, replacement of bituminous trail, installing ADA compliant pedestrian
ramps, installation of corrosion protection on select watermain facilities, sanitary
sewer repairs, and storm sewer improvements.
2.3 Data Available
Information and materials used in the preparation of this report include the following:
• City of Lakeville Record Plans
• City of Lakeville Sanitary Sewer, Watermain, and Storm Sewer inspection
documentation
• City of Lakeville Water and Natural Resources Management Plan, Barr
Engineering, dated January 2019
• Dakota County Topography Maps
• Topographic Survey
• Field Observations of the Area and Discussions with City Staff
• Resident Input from Neighborhood Meeting s
• Draft Geotechnical Evaluation Report, Braun Intertec, dated September 21,
2023
• Utility Record Drawings
Page 44 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 4
3. Existing Conditions
3.1 Surface
Streets within the proposed improvement area are aging and experiencing differing
severities of distress, including alligator, transverse, and longitudinal cracking. All
streets within the project area are urbanized, with existing concrete curb and gutter ,
except for Italy Avenue . A majority of the curb and gutter is surmountable ; however,
some streets have barrier style curb as indicated in Table 1 . The curb and gutter is
in overall fair condition, with isolated instances of cracking, heaving, and
settlem ents resulting in localized drainage issues.
Most of the streets within the 202 4 Street R econstruction Project Area are
designated as local residential , while Jaguar Path is designated as a minor collector .
The project area contains landscaping, trees, irrigation systems, and numerous other
private improvements beyond the edge of the roadway and within City right -of-way.
The photos below illustrate some of the varying levels of pavement distress:
Photo 1. Jaguar Path looking north towards Jannevar Court.
Page 45 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 5
Photo 2. Jaeger Path looking south towards 185th Street W.
Photo 3. 205th Street W looking east towards Hollins Avenue W.
Concrete sidewalks and bituminous trails exist throughout the project area, including
connection points with 201 st Street West, Italy Avenue, 205 th Street West and
Ipswich Way .
Page 46 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 6
The concrete sidewalks and bituminous trails are generally in good condition;
however, the majority of the existing pedestrian ramps do not meet the current
Americans with Disabilities Act (ADA) design standards, and there are isolated
instances where concrete sidewalk panels have heaved, settled, or are otherwise
structurally deficient.
Soil borings and corings for streets within the 202 4 project area were collected in
August of 2023 . Ground penetrating radar (GPR) was employed in both directions on
each street to collect interpretations on pavement layer thickness between boring
and coring locations. The draft geotechnical report is included in Appendix D , and
the draft boring and coring logs were used to determine the feasibility of a mill and
overlay or full depth reclamation . The final geotechnical report will be available with
final design. The quantities included in the Opinion of Probable Cost , Appendix B ,
are based on the draft geotechnical report. Table 1 Below provides a summary of
existing street conditions within the 20 24 Street Rehabilitation Project.
Page 47 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 7
1. Information transcribed from coring data in Geotechnical Evaluation Report, Braun Intertec
Corporation, dated September 21, 2023 . Ground Penetrating Radar (GPR) interpolations are
contained wtihin the report.
Table 1 - 2024 Street Reconstruction Project
Summary of Existing Street Conditions
Street
Name
Right -
of-Way
Street
Width Curb Type Sub -base
(aggregate)1
Avg.
Bituminous
Section 1
OCI
Approx.
Year of Most
Recent
Construction
Jaguar Path 66’ 36’ Standard Surmountable
D412 Curb & Gutter 6.7” 4.1” 43.4 1996
Jarl Court 50’ 26’ B618 Curb & Gutter 6.4” 6.0” 38.5 1996
Jay Court 50’ 28’ Standard Surmountable
D412 Curb & Gutter 6.0” 5.0” 39.7 1996
Jaeger Path 60’ 28’ Standard Surmountable
D412 Curb & Gutter 8.3” 3.75” 46.3 1999
183rd Street
W 60’ 3 0 ’ Standard Surmountable
D412 Curb & Gutter 8.0” 4.3” 39.7 1999
Jacquard
Path 60’ 28’ Standard Surmountable
D412 Curb & Gutter 7.4” 3.85” 49.9 1999
Jacquard
Court 50’ 2 4 ’ Standard Surmountable
D412 Curb & Gutter N/A 3.7” 45.0 1999
Jambeau
Court 50’ 2 4 ’ Standard Surmountable
D412 Curb & Gutter 5.2” 3.9” 48.9 1999
Jaeger Court 50’ 28’ Standard Surmountable
D412 Curb & Gutter 9.8” 3.7” 49.0 1999
Kaftan Court 50’ 28’ Standard Surmountable
D412 Curb & Gutter N/A 4.3” 47.7 2000
201st Street
W 60’ 28’ Standard Surmountable
D412 Curb & Gutter 5.35 ” 3.5 ” 48.8 1 9 86
205th Street
W 28’ 14’ Standard Surmountable
D412 Curb & Gutter 7.8” 3.5” 20.8 1991
172nd Street
W 60’ 28’ Standard Surmountable
D412 Curb & Gutter 6.0 ” 4.9 ” 45.3 1986
173rd Street
W 60’ 28’ Standard Surmountable
D412 Curb & Gutter 7.7 ” 4.75” 50.3 1985
Ipswich Way 60’ 28’ Standard Surmountable
D412 Curb & Gutter 4.6 ” 4.6 ” 43.8 1983
Page 48 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 8
3.2 Public Utilities
3.2.1. Public Sanitary Sewer
All of the existing sanitary sewer located within the 202 4 Street
Reconstruction Project Area and the 2024 Street Rehabilitation Project
consists of 8 -inch polyvinylchloride pipe (PVC), 9 -inch vitrified clay pipe
(VCP), or 42 -inch RCP.
3.2.2. Public Water Main
All of the existing watermain located in the 202 4 Street Reconstruction Project
Area is ductile iron pipe (DIP). The diameter of watermain pipes varies
throughout the project area. Below is a list of watermain pipe size by street:
6 -inch Watermain
• 172 nd Street W (Isleton Avenue to 173 rd Street W)
• Jarl Court
• Jambeau Court
• Jaeger Court
• 183 rd Street W (Jamaica Path to Jaeger Path)
• Jacquard Court
• Kaftan Court (20623 Kaftan Court to cul -de-sac)
• 205 th Street W (Holyoke Avenue to 40’ east of Hollins Avenue)
8 -inch Watermain
• Ipswich Way (Ixonia Path to 173 rd Street W)
• 173 rd Street W (Ixonia Path to Ipava Avenue)
• Jaguar Path (Kenwood Trail to Upper 178 th Street W)
• Jay Court
• Jaeger Path (185 th Street W to Jacquard Path)
• Jacquard Path (Jaeger Path to project limits)
• Kaftan Court (Kensignton Boulevard to 20623 Kaftan Court)
• 201 st Street W (Antlers Park parking lot to Ipava Avenue)
12-inch Watermain
• 201 st Street W (Italy Avenue to Antlers Park parking lot)
Page 49 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 9
City maintenance records indicate a sporadic and limited watermain break
history throughout the 202 4 Street Reconstruction Project area that have
required typical maintenance efforts.
3.2.3. Public Storm Sewer
City record drawing information indicates that public storm sewer facilities
exist within the 2024 Street Reconstruction Project Area . All areas within the
project area are urban section with curb and gutter and storm sewer , with the
exception of Italy Avenue north of 201 st Street . Stormwater runoff from the
202 4 project area is within the Vermillion River Watershed and the Black Dog
Watershed. A majority of the sub watersheds within the 202 4 project area
contain stormwater basins and wetlands that serve as intermediate storage
areas for stormwater runoff.
All runoff is discharged into the either the Vermillion River Watershed or the
Black Dog Watershed.
• The Vermillion River Watershed is managed by the Vermillion River
Watershed Joint Powers Organization (VRWJPO)
• The Black Dog Watershed is managed by the Black Dog Watershed
Management Organization (BDWMO)
Most of the storm sewer facilities within the 202 4 Street Reconstruction
Project are constructed of reinforced concrete pipe (RCP) and appear to
provide the necessary collection and conveyance capacity. However, certain
sections of storm sewer do not allow for proper conveyance of the 10 -year 24 -
hour design storm event. Of thes e sections, most do not result in headwater
exceeding the structure rim elevations. However, some segments and
locations also fail the 5 -year, 3 -year, and 1 -year 24 -hour design storm event
and result in headwater exceeding the structure rim elevations. T hese
locations are shown in the stormwater capacity analyis figures in Appendix F .
They have been reviewed by City staff and reviewed for any input from
adjacent property owners. Of the locations identified, the following are
included for improvement:
• Low Point along Jaguar Path north of Jarl Court
• Low Point along Jacquard Parth just west of Jaeger Path
• Low Point along Italy Avenue
• Low Point along 172 nd Street West east of Isleton Avenue
• Low Point near the cul de sac on Ipswich Way
Page 50 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 10
All storm sewer structures have been inspected by City Public Works staff and
repair recommendations have been incorporated into the Opinion of Probable
Cost . Inspections were also made at storm sewer inlet and outlet structures
within the project area and revealed that select stormwater basins will require
excavation at the outlet in order to remove accumulated sediment deltas.
At the August 1, 2023, Neighborhood Meeting, residents approached City staff
with concerns regarding localized drainage issues within the Project. City
Public Works staff also provided input based on historical issues and
maintenance.
Localized drainage issues were identified in the following areas:
• Low point on Italy Avenue freezes and is at the same water level as
Lake Marion. Resident noted that a surge basin had been previously
installed and had filled in from years of sediment discharge.
3.2.4. Wetlands
Wetlands exist within the project area, specifically, adjacent to the Raven
Lake Conservation area (adjacent to Jaguar Path and Jay Court ). There are
also wetlands adjacent to Jaeger Court. South Creek runs directly under 205th
Street West within the project area and is a DNR public waterway . The work
on Italy Avenue and 201 st Street outlets to DNR public water Lake Marion
adjacent to the roadways.
Page 51 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 11
4. Proposed Improvements
4.1 Surface
Surface improvements recommended with the 202 4 Street Re construction Project
Area are intended to extend the life of the existing roadway systems, improve
isolated drainage issues, and improve the ride quality of roadways.
Surface improvements include the full depth reclamation of all roadways.
Reclamation is the process by which the existing roadway surface is pulverized and
mixed with existing aggregate base below and reused as aggregate roadway base for
the new street section. Street grades will closely match the existing grades so as to
minim ize construction impacts to adjacent properties. Minor adjustments to select
roadway vertical profiles are proposed to improve drainage conditions. A significant
portion of the existi ng curb and gutter within the project is in structurally adequate
condition, so only partial curb and gutter replacement is proposed as a part of the
project.
The local residential and minor collector streets within the project area will be
reclaimed and reconstructed in accordance with the recommendations provided in
the geotechnical report. Appendix A illustrates the proposed residential and minor
collector roadway sections, which in general, consist of a new pavement layer of
varying thickness over the existing bituminous road section or consist of 2 inches of
bituminous wearing course, 2 inches of bituminous base course, and a minimum of 6
inches of reclaimed aggregate base over 12 in ches of acceptable compacted
subgrade . Certain areas have been identified by the geotechnical report as
candidates for full depth reclamation due to the cracking, stripping, and additional
distresses evident in the bituminous cores and upon visual inspection of the
pavement surface. These include Jaguar Path, Jarl Court, Jay Court, Jaeger Path,
183rd Street W, Jacquard Path, Jacquard Court, Jambeau Court, Jaeger Court,
Kaftan Court, 201st Street W, Italy Avenue, Ipswich Way, 172nd Street W, and 173rd
Street W between Ixonia Path and Ipava Avenue, and 205th Street W. The crown for
each street within the project area will be reviewed, and any with less than two
percent grade towards the gutterline will be corrected.
As part of the 2024 Street Reconstruction Project 202 4 , all City owned and
maintained pedestrian curb ramps with the project area that do not meet current ADA
accessibility design standards will be reconstructed. Additionally, spot replacement
of structurally deficient concrete sidewalk and bituminous pathway s is proposed.
4.2 Public Utilities
4.2.1 Public Sanitary Sewer
The City’s Public Works Department has televised the sanitary sewer system.
The sanitary sewer video inspection revealed that the existing sewer pipe is in
relatively good condition and will not require full replacement.
Page 52 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 12
Sanitary sewer manholes within the project are identified as needing new
adjustment rings and/or castings will be repaired as a part of this project.
Some existing structures have been identified as not having enough
adjustment rings and will require recon figuration. Additionally, all sanitary
sewer manholes within the street reconstruction area will receive external
chimney seals as a part of the project to reduce the potential for inflow and
infiltration issues and reduce the frequency of maintenance requ ests.
4.2.2 Public Water Main
It is proposed that in conjunction with the street improvements, the service
life of the existing of select watermain systems be extended by installing
corrosion protection on select areas. This work is primarily proposed on water
systems installed in the early 1990’s, which only includes a portion of the
project area. Corrosion protection will directly connect the iron watermain
pipe to a more easily corrodible material, or “sacrificial anode”, which
corrodes first instead of the iron watermain thus reduci ng the potential for
watermain breaks for buried iron pipes. This effort will extend the service life
of the existing watermain without replacing the entire watermain system.
Corrosion protection has been shown to extend the service life of the
watermain a t a lower cost than pipe repairs or main replacements. In addition
to the installation of corrosion protection along the watermain within the 2024
Street Rehabilitation Project area, all bolts at existing hydrants and watermain
valves within the select are as will be replaced with stainless steel bolts,
which are more resistant to the corrosive nature of the underlying soils.
Corrosion protection and bolt replacement is not needed in the Wyldewood
Oaks neighborhood, Raven Lake 2 nd Addition, and Kaftan Court as identified
by City Staff, since the watermain in those areas was installed in 1995 or later
and has no break history.
The City’s maintenance records show dispersed and limited watermain breaks
and maintenance issues and therefor no watermain replacement is proposed
with the 2024 Street Reconstruction Project.
4.2.3 Storm Sewer
Reconstruction of the streets provides a timely opportunity to improve
drainage conditions and increase the longevity of the streets within the
project area by repairing existing and installing additional storm sewer
facilities. City staff completed an inspection of the storm sewer system in the
fall of 202 3 and provided recommendations for repairs and replacement
including castings, adjustment rings, and structure replacement, as well as
replacement of failing or deteriorating reinforced concrete pipe (RCP).
Structures identified as needing rehabilitation will undergo necessa ry interior
concrete/grout invert and doghouse replacement. Those structures identified
as having existing sumps, but are not the last accessible structure in the
street, will have their sumps filled with grout.
Page 53 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 13
Sections of storm sewer that have been identified in Section 3.2 .3 as not
meeting capacity are proposed to be upsized such that headwater no longer
surcharges above the upstream structure rim elevation. Additional catch
basins are also proposed at the locations identified in the capacity figures in
order to increase the inlet capacity and reduce localized flooding. Costs for
this work are included in the O pinion of Probable C ost . Any new storm sewer
or pipes that are upsized or structure replaced due to u psizing of pipes or if
the structure needs to be upsized itself, shall be funded by the stormwater
infrastructure fund and shall not be assessed.
It is the City’s practice to have storm sewer castings meeting current City
Standards installed on all catch basins within the project area, and therefore,
structure top slabs or entire structures will be replaced to accommodate the
transition.
Existing inlets and outlets of storm sewer runs within the project area that
were identified as needing improvements such as repair, replacement, tree
removal, and/or delta excavation will be improved with the project.
Italy Avenue Low Point
As noted in Section 3.2 .3, the low point along Italy Avenue holds water
seasonally and freezes on occasion. The storm sewer at the low point is
shallow and is at approximately the same elevation of the nearby Lake
Marion. The low point is approximately 70 feet from the corner of 205 th Street
West and Italy Avenue, where the storm sewer outlets to Lake Marion. It is
proposed that the roadway profile be modified to shift the low point towards
the corner to shorten the pipe length needed to outlet the low point and to
shift the low point further away from adjacent driveways. Additionally, i n order
to keep the pipes as shallow and above lake level as possible rather than
placing catch basins at the low point , slotted drain pipes are proposed within
the gutter on both sides of the roadway with a trench drain crossing the
roadway to connect the slotted drain pipes. A 1 5 ” pipe is proposed to drain
from the pipe drain on the west side of the road and outlet to Lake Marion as
it does under existing condition.Type B curb is recommended along Italy
Avenue north of the low point to keep drainage withi n the roadway. On both
side of Italy Avenue at the driveways curb would transition from full back B
curb to B curb knocked down to a 3” back of curb height . This w ill keep water
in the gutter rather than draining west down the driveways.
Additionally, it was noted during the neighborhood meeting that there used to
be a surge basin which had filled over the years due to sediment
accumulation. A riprap plunge pool/surge basin shall be reinstalled at the
outfall location from 201 st and Italy Avenue to provide pretreatment and
energy dissipation prior to discharging to Lake Marion.
Water Quality Improvements
As part of the feasibility report, the project area was analyzed to determine if
there were any opporutunities to provide additional water quality treatment at
Page 54 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 14
exisitng outfalls . As mentioned previously, the majority of the project area
discharges to exisitng stormwater ponds or wetlands where water quality
treatment occurs. However, there is an exisitng 48” outfall located near the
intersection of 205 th Street West and Hollins Ave that currently discharges to
South Creek without treatment . While South Creek at the outfall is not listed
as impaired, further downstream South Creek has been classified as imparied
for dissolved oxygen and sediments making this a good location for a water
quality structure.
A diversion structure to a V2B1 water qualtiy structure is recommended at the
existing 48” outfall. Due to the layout fo the existing watermain, sanitary
sewer and storm sewer around the intersection , the size of the proposed V2B1
water quality structure is recommended t o be limited to a 4 -foot and 5 -foot
structur e and would treat roughly the first 0.25 inches of rainfall off of the 60
acre drainage area.
The availability of land, treatment efficiency and potential conflicts with
private ut i lites of the proposed water quality structure will all be evaluated
during final design of the project. Costs associated with water quality
improvements are included in the OPC in Appendix B .
In addition to water quality structure implementation, one storwmater pond
(Basin 2018NW001 ) w as surveyed to identify any accumulated sediment that
should be removed as part of the project. WSB has completed a bathymetric
survey and sediment sampling for the pond to determine the MPCA
Management Level of the accumulated sediment . R esults of this sediment
sampling and a bathymetric figure for the pond can be found in Appendix F.
Level 1 and Level 2 sediments were found in the pond . Utilizing the
Stormwater Asset Management Program (SWAMP) currently being finalized
for the City and the bathymetric survey , a full pond dredging project is
recommended for Basin 2018NW001. Taking into account the water quality
benefit and constructibility constraints it is recommended approixmately 880
CY of accumulated sediment (440 CY of Level 1 sediment and 440 CY of
Level 2 sediment) be removed within Basin 2018NW001 to achieve a
managed depth of 3 feet.
4.2.4 Wetlands
Wetlands are not anticipated to be impacted by the proposed improvement
project. However, if they are, its anticipated that the impacts will result in a
no-loss decision by the Wetland Conservation Act (WCA) Local Governing Unit
(LGU).
4.2.5 Public Street Sign Replacement
E xisting street signs within the project will not need to be replaced unless it is
due to utility work , in which case they will be salvaged and reinstalled .
Page 55 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 15
4.2.6 Mailbox Replacement
It is the City’s intent to salvage and reinstall all existing mailboxes and
mailbox supports that may be impacted with construction. In the event the
condition of the existing mailbox support warrants replacement prior to
reinstallation, the City is propos ing to salvage the existing mailbox and install
a new mailbox support that will meet both City Standards and United States
Postal Service (USPS) requirements.
4.2.7 Permits/Approvals
An NPDES permit for construction activity will be required if more than one (1)
acre will be disturbed by construction activities within the project, which will
be determined in final design of the project.
A Dakota County Work in Right -of-Way user registration will be required for
the contractor for any county roads (i.e. CR 9, CSAH 50, CSAH 6 0, etc.) that
may be used as a haul route for the project. Work in Right -of-Way permits will
be also required for construction within Dakota County Right -of-Way.
4.2.8 Construction Access/ Staging
The contractor will be responsible for providing access to all properties
throughout the project. Adequately signed detours will be identified to direct
traffic around the construction zones and notify users of the increased truck
and construction activity.
Construction will be phased such that construction truck traffic will not need
to access newly reconstructed streets to complete the project. Detailed
construction phasing plans will be developed with final design of the project.
4.2.9 Public Involvement
A neighborhood meeting conducted in presentation and open house format
was held on August 1, 2023 for anticiptaed Assessed Parcels. City and WSB
staff attended and provided property owners with information regarding the
proposed improvements, funding, schedule, and impacts associated with the
project. The meeting was held to update the property owners on the status of
the project, and to solicit comments from them regarding any issue s or
concerns they have relating to the public infrastructure. Invitations to the
neighborhood meeting were sent to all property owners within the pro ject
area.
Comments cards were made available attendees at the meeting, and an online
comment submittal form is provided on the project website for property owners
to submit comments electronically. Comments received are provided in
Appendix E.
Page 56 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 16
5. Financing
5.1 Opinion of Probable Cost
A detailed opinion of probable cost for the project area can be found in the Appendix
B of this report. The opinion of cost incorporates estimated 2024 construction costs
and includes a ten percent (10%) contingency factor. Indirect costs are projected at
twenty -eight percent (28%) of the construction cost and include engineering, legal,
financing, and administrative costs.
Table 2 below provides a summary of the opinion of probable cost for the 202 4
Street R econstruction Project:
5.2 Funding
Financing for the street, storm sewer, watermain, and sanitary sewer improvements
within the 2024 Street Reconstruction Project will come from Special Assessments,
City CIP Funds, Trail Improvement Fund, Environmental Resources Fund,
Stormwater Infrastructure Fund, Water Operating Fund, and Sanitary Sewer
Operating Fund.
Special Assessments benefitting properties are proposed to f und forty percent (40%)
of the roadway street and storm sewer improvements identified to be reconstructed
with the project, with the remaining sixty percent (60%) funded using city funds.
Assessments for this project were calculated in accordance with the City’s
Assessment Policy dated Septemeber 20, 2021 . In general, those properties zoned
residential were assessed on a per parcel (unit) basis . Along minor collectors, the
Single -Family Unit Rate s hall be prorated to reflect the City’s typical 32 foot street
section.
As a part of the 2024 Street Reconstruction Project the improvements on Italy
Avenue include urbanizing Italy Avenue from the corner of 201 st Street north to the
end of the Italy Avenue. This new proposed curb and gutter will be assessed at one
hundred percent (100%) per the City’s Assessment Policy.
Table 2 – 2024 Street Reconstruction Project
Opinion of Probable Cost Summary
Schedule Amount
Street Improvements $2,2 42,941
Storm Sewer Improvements $485,486
Watermain Improvements $16 5 ,018
Sanitary Sewer Improvements $91,83 7
Water Quality Improvements $114,752
TOTAL $3 ,1 00,033
Page 57 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 17
Table 3 below provides the funding level anticipated through the levy of Special
Assessments to benefitting property owners for the street and storm improvements is
$9 04,257 .
Table 4 below provides a funding summary for the 2024 Street Reconstruction
Project.
The 2024 Street Reconstruction Project, City Project No. 24 -02, was separated into
two parts based on the proposed improvements. The 2024 Street Reconstruction
portion total cost is $3,1 00,033 while the 2024 Street Rehabilitation Project total
cost is $2,017 ,171 . Combined the 2024 Street Reconstruction Project, City Project
No. 24 -02 overall cost will be $5,117 ,204 .
Table 3 – 2024 Street Reconstruction Project
Special Assessments
Funding Level Amount
Single Family Unit Assessment Rate Jaguar Neighborhood $5,429 per unit
Single Family Unit Assessment Rate Jaeger Neighborhood $5,375 per unit
Single Family Unit Assessment Rate Kaftan Neighborhood $5,579 per unit
Single Family Unit Assessment Rate 201 st Neighborhood $4,479 per unit
Single Family Unit Assessment Rate Italy Neighborhood $5,494 per unit
Single Family Unit Assessment Rate 205 th Neighborhood $4,413 per unit
Single Family Unit Assessment Rate Ipswich Neighborhood $2,541 per unit
Table 4 – 2024 Street Reconstruction Project
Funding Summary
Funding Source Amount
Street and Storm Sewer Assessments (Effective rate
3 3.1 %) $904,257
City CIP Funds – Street /Storm $1 ,554 ,857
City Water Operating Fund $16 5,018
City Sanitary Sewer Operating Fund $91,83 7
City Storm Water Infrastructure Fund $194,107
City Storm Water Infrastructure Fund (Water Quality
Manholes) $114,752
Environmental Resources Fund $38,800
Trail Improvement Fund $36,405
TOTAL $3,100,033
Page 58 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 18
6. Project Schedule
The proposed schedule for the 2024 Street Reconstruction Project is as follows:
*Schedule assumes any necessary private utility work is completed prior to the start
of construction.
Task
Number
Task
Description Completion Date
1 Present Feasibility Report and Set Public
Hearing October 16, 2023
2 Neighborhood Meeting Early November
3 Public Hearing Novemeber 20, 2023
4 City Council Approves Plans and Specifications January 16, 2024
5 Open Bids February 20, 2024
6 Neighborhood Meeting Late March
7 Award Contract and Assessment Hearing April 1, 2024
8 Begin Construction April/ May 202 4
9 Substantial Completion October 202 4
10 Final Completion November 202 4
Page 59 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Page 19
7. Feasibility and Recommendation
The 2024 Street Reconstruction Project includes full depth reclamation, watermain
improvements, sanitary sewer improvements, storm sewer Street Rehabilitation
Project improvements, pedestrian ramp installation, trail improvements and partial
repair and repalcement of structurally deficient concrete sidewalk and concrete curb
and gutter.
The total estimated cost for the 2024 Street Reconstruction Project including
roadway, storm sewer, sanitary sewer, and watermain improvements is $3 ,100,0 33.
Proposed funding for the project is provided through City Funds and Special
Assessments. Construction costs are based on anticipated construction costs for
2024.
This project is feasible, necessary, cost -effective from an engineering standpoint.
The project feasibility is subject to financial review by the City. Based on information
contained in this report, it is recommended to proceed with the improvements as
outlined in this report.
Page 60 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Appendix
Appendix A
Figure 1 – Project Location Maps
Figure 2 – Typical Sections
Page 61 of 248
Orchard
Lake
Marion
Lake CEDARAVEINTERSTATE 35210TH ST W
160TH ST W
162ND ST W
185TH ST W
DODD BLVD202ND ST WKENWOODTRL
215TH ST W
J
U
N
I
P
E
R
W
A
Y ISLETO N W AY
KENRICKAVEDocument Path: K:\023290-000\GIS\Maps\2024 Lakeville SRP Project\AssessmentMapPRO\ProjectLocationFDR Date Saved: 9/28/2023¯
1 inch = 3,600 feet
0 3,600
Feet2024 Street Reconstruction
Lakeville, MN
Project Location Map
Project Location
City Boundary
Page 62 of 248
2.0" MILL / 2.0" TYPE SP 9.5 WEARING COURSE
MIX (3,C) (SPWEA340C)
2357 BITUMINOUS TACK COAT ON MILLED SURFACE
EXISTING BITUMINOUS PAVEMENT
EXISTING AGGREGATE BASE
EXISTING SUBGRADE
INSET A
MILL AND OVERLAY SECTION
30'
14'14'
DRIVE
LANE
DRIVE
LANE
℄
INSET B
3.0%3.0%
URBAN RESIDENTIAL - FULL DEPTH RECLAMATION
205TH STREET W, 201ST STREET W, ITALY AVENUE, IPSWICH WAY, 172ND STREET W, 173RD STREET
W, KAFTAN COURT, JARL COURT, JAY COURT, JAEGER PATH, JACQUARD PATH, 183RD STREET W,
JAMBEAU COURT, JAEGER COURT, JACQUARD COURT
(N.T.S.)
30'
EXISTING/NEW PAVEMENT SURFACE
1:4 MA
X
1:4 MAX
1:4 MAX
1:4 MA
X
R/WR/W
EX. D412 CONCRETE
CURB & GUTTER
(PARTIAL
REPLACEMENT)
EX. D412 CONCRETE
CURB & GUTTER
(PARTIAL
REPLACEMENT)
33'
18'18'
DRIVE
LANE
DRIVE
LANE
℄
INSET B
URBAN MINOR COLLECTOR - FULL DEPTH RECLAMATION
JAGUAR PATH
(N.T.S.)
33'
EXISTING/NEW PAVEMENT SURFACE
1:4 MA
X
1:4 MAX
R/WR/W
EX. D412 CONCRETE
CURB & GUTTER
(PARTIAL
REPLACEMENT)
EX. D412 CONCRETE
CURB & GUTTER
(PARTIAL
REPLACEMENT)
1:4 MAX
1:4 MA
X
FULL DEPTH RECLAMATION (APPROX. 10")
2.0" TYPE SP 9.5 WEARING COURSE MIX (3,C) (SPWEA340C)
2357 BITUMINOUS TACK COAT
2.0" TYPE SP 12.5 NON WEAR COURSE MIX (3,C) (SPNWA340C)
CLASS 5 AGGREGATE BASE OR SUITABLE RECLAIM MATERIAL
EXISTING SUBGRADE
INSET B
FULL DEPTH RECLAMATION WITH
NEW PAVEMENT SECTION
DETAIL
CONCRETE DRIVEWAY & APRON SECTION
(CITY STD. PLATE NO. LV-ST-3 & LV-ST-4)
APPROVED SUBGRADE (INCIDENTAL)
1.5" TYPE SP 9.5 WEARING COURSE MIX (2,B) (SPWEA240B)
2357 BITUMINOUS TACK COAT
1.5" TYPE SP 9.5 WEARING COURSE MIX (2,B) (SPWEA240B)
DETAIL
BITUMINOUS DRIVEWAY SECTION
6" AGGREGATE BASE CLASS 5 MODIFIED
(100% CRUSHED LIMESTONE; INCIDENTAL)
APPROVED SUBGRADE (INCIDENTAL)
7" CONCRETE (MNDOT 3F52)
6" AGGREGATE BASE CLASS 5 MODIFIED
(100% CRUSHED LIMESTONE; INCIDENTAL)
5" CONCRETE (MNDOT 3F52)
4" SELECT GRANULAR (INCIDENTAL)
DETAIL
CONCRETE WALK
(CITY STD. PLATE NO. LV-ST-15)
APPROVED SUBGRADE (INCIDENTAL)
CONCRETE WALK SHALL BE 6" THICK WITHIN PEDESTRIAN RAMP LIMITS
3" TYPE SP 9.5 SPWEA240B WEAR COURSE
6" CL 5 AGGREGATE BASE (100% CRUSHED LIMESTONE;
INCIDENTAL)
DETAIL
BITUMINOUS TRAIL
(CITY STD. PLATE NO. LV-ST-10)
APPROVED SUBGRADE (INCIDENTAL)
3.0%3.0%
R/W
1
########RJS
CJBRJS
TYPICAL
SECTION
SCALE:
PLAN BY:
DESIGN BY:
CHECK BY:
SHEET
OF
WSB PROJECT NO.REVISIONSNO.DATEDESCRIPTIONCLIENT PROJECT NO.2024 STREET RECONSTRUCT PROJECTCITY OF LAKEVILLE, MN023290-000
24-02
1Page 63 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Appendix
Appendix B
Opinion of Probable Cost
Page 64 of 248
WSB Project:2024 Street Improvement Project FDR Design By:ATS
Project Location:City of Lakeville Checked By:CJB
City Project No.:02-24,02-24A
WSB Project No:023290-000 Date:10/11/2023
Item
No.
MnDOT
Specification
No.
Description Unit Estimated Total
Quantity
Estimated Unit
Price Estimated Total Cost
1 2021.501 MOBILIZATION LS 1 22,200.00$ 22,200.00$
2 2101.505 CLEARING ACRE 0.04 5,000.00$ 200.00$
3 2101.505 GRUBBING ACRE 0.04 5,000.00$ 200.00$
4 2104.502 SALVAGE MAIL BOX SUPPORT EACH 3 125.00$ 375.00$
5 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 72 6.00$ 432.00$
6 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 194 4.00$ 776.00$
7 2104.503 REMOVE CURB & GUTTER L F 1970 6.00$ 11,820.00$
8 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 80 14.00$ 1,120.00$
9 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 128 10.00$ 1,280.00$
10 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
11 2105.607 SUBGRADE EXCAVATION C Y 230 35.00$ 8,050.00$
12 2106.507 EXCAVATION - COMMON C Y 100 35.00$ 3,500.00$
13 2451.507 GRANULAR BEDDING CY 230 40.00$ 9,200.00$
14 2112.519 SUBGRADE PREPARATION RDST 39 30.00$ 1,170.00$
15 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 4 160.00$ 640.00$
16 2130.523 WATER MGAL 3 75.00$ 225.00$
17 2215.504 FULL DEPTH RECLAMATION S Y 13770 4.00$ 55,080.00$
18 2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 37 15.00$ 555.00$
19 2331.603 JOINT ADHESIVE L F 7680 1.20$ 9,216.00$
20 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 128 45.00$ 5,760.00$
21 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C)TON 1556 75.00$ 116,700.00$
22 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1556 75.00$ 116,700.00$
23 2504.602 IRRIGATION SYSTEM REPAIR EACH 5 600.00$ 3,000.00$
24 2511.504 GEOTEXTILE FILTER TYPE 5 S Y 138 1.00$ 138.00$
25 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL L F 1700 25.00$ 42,500.00$
26 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 270 25.00$ 6,750.00$
27 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 80 100.00$ 8,000.00$
28 2540.602 INSTALL MAIL BOX SUPPORT EACH 3 150.00$ 450.00$
29 2540.602 TEMPORARY MAIL BOX EACH 28 200.00$ 5,600.00$
30 2563.601 TRAFFIC CONTROL LS 1 2,500.00$ 2,500.00$
31 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 5,000.00$ 5,000.00$
32 2573.502 STORM DRAIN INLET PROTECTION EACH 18 175.00$ 3,150.00$
33 2575.604 TEMPORARY STABILIZATION S Y 671 1.00$ 671.00$
34 2575.604 PERMANENT TURF ESTABLISHMENT S Y 1341 11.00$ 14,751.00$
35 2582.503 4" SOLID LINE PAINT L F 3910 0.50$ 1,955.00$
36 2582.503 4" DBLE SOLID LINE PAINT L F 2194 0.75$ 1,645.50$
37 2582.518 PAVT MSSG PAINT S F 30 6.00$ 180.00$
CONSTRUCTION TOTAL 464,489.50$
CONTINGENCY TOTAL (10%)46,448.95$
SUBTOTAL 510,938.45$
INDIRECT COST TOTAL (28%)143,062.77$
TOTAL 654,001.22$
38 2021.501 MOBILIZATION LS 1 17,900.00$ 17,900.00$
39 2101.505 CLEARING ACRE 0.04 5,000.00$ 200.00$
40 2101.505 GRUBBING ACRE 0.04 5,000.00$ 200.00$
41 2104.502 SALVAGE MAIL BOX SUPPORT EACH 5 125.00$ 625.00$
42 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 99 6.00$ 594.00$
43 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 256 4.00$ 1,024.00$
44 2104.503 REMOVE CURB & GUTTER L F 1410 6.00$ 8,460.00$
45 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 104 14.00$ 1,456.00$
46 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 192 10.00$ 1,920.00$
47 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
48 2105.607 SUBGRADE EXCAVATION C Y 179 35.00$ 6,265.00$
49 2106.507 EXCAVATION - COMMON C Y 100 35.00$ 3,500.00$
50 2451.507 GRANULAR BEDDING TON 63 35.00$ 2,205.00$
51 2112.519 SUBGRADE PREPARATION RDST 35 30.00$ 1,050.00$
52 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 4 160.00$ 640.00$
53 2130.523 WATER MGAL 3 75.00$ 225.00$
54 2215.504 FULL DEPTH RECLAMATION S Y 10693 4.00$ 42,772.00$
55 2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 25 15.00$ 375.00$
56 2331.603 JOINT ADHESIVE L F 6874 1.20$ 8,248.80$
57 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 192 45.00$ 8,640.00$
58 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C)TON 1209 75.00$ 90,675.00$
59 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 1209 75.00$ 90,675.00$
60 2504.602 IRRIGATION SYSTEM REPAIR EACH 5 600.00$ 3,000.00$
61 2511.504 GEOTEXTILE FILTER TYPE 5 S Y 107 1.00$ 107.00$
62 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL L F 1410 25.00$ 35,250.00$
63 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 104 100.00$ 10,400.00$
64 2540.602 INSTALL MAIL BOX SUPPORT EACH 5 150.00$ 750.00$
65 2540.602 TEMPORARY MAIL BOX EACH 43 200.00$ 8,600.00$
66 2563.601 TRAFFIC CONTROL LS 1 2,500.00$ 2,500.00$
67 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 5,000.00$ 5,000.00$
68 2573.502 STORM DRAIN INLET PROTECTION EACH 22 175.00$ 3,850.00$
69 2575.604 TEMPORARY STABILIZATION S Y 625 1.00$ 625.00$
70 2575.604 PERMANENT TURF ESTABLISHMENT S Y 1249 11.00$ 13,739.00$
CONSTRUCTION TOTAL 374,470.80$
CONTINGENCY TOTAL (10%)37,447.08$
SUBTOTAL 411,917.88$
INDIRECT COST TOTAL (28%)115,337.01$
TOTAL 527,254.89$
B. Street Improvements - Jaeger Path Area
A. Street Improvements - Jaguar Path Area
OPINION OF PROBABLE COST
Page 65 of 248
71 2021.501 MOBILIZATION LS 1 11,700.00$ 11,700.00$
72 2101.505 CLEARING ACRE 0.04 5,000.00$ 200.00$
73 2101.505 GRUBBING ACRE 0.04 5,000.00$ 200.00$
74 2104.502 SALVAGE MAIL BOX SUPPORT EACH 2 125.00$ 250.00$
75 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 66 6.00$ 396.00$
76 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 29 4.00$ 116.00$
77 2104.503 REMOVE CURB & GUTTER L F 370 6.00$ 2,220.00$
78 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 56 14.00$ 784.00$
79 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 32 10.00$ 320.00$
80 2104.518 REMOVE BITUMINOUS WALK SY 561 6.00$ 3,366.00$
81 2104.518 REMOVE CONCRETE WALK S F 210 2.50$ 525.00$
82 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
83 2105.607 SUBGRADE EXCAVATION C Y 66 35.00$ 2,310.00$
84 2106.507 EXCAVATION - COMMON C Y 100 35.00$ 3,500.00$
85 2451.507 GRANULAR BEDDING TON 23 35.00$ 805.00$
86 2112.519 SUBGRADE PREPARATION RDST 13 30.00$ 390.00$
87 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 3.5 160.00$ 560.00$
88 2130.523 WATER MGAL 2.5 75.00$ 187.50$
89 2215.504 FULL DEPTH RECLAMATION S Y 3927 4.00$ 15,708.00$
90 2331.603 JOINT ADHESIVE L F 2764 1.20$ 3,316.80$
91 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK - TRAIL S Y 562 45.00$ 25,290.00$
92 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 56 45.00$ 2,520.00$
93 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C)TON 444 75.00$ 33,300.00$
94 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 444 75.00$ 33,300.00$
95 2504.602 IRRIGATION SYSTEM REPAIR EACH 5 600.00$ 3,000.00$
96 2511.504 GEOTEXTILE FILTER TYPE 5 S Y 40 1.00$ 40.00$
97 2521.518 6" CONCRETE WALK - TRAIL S F 210 12.00$ 2,520.00$
98 2521.518 6" CONCRETE WALK S F 210 12.00$ 2,520.00$
99 2531.503 CONCRETE CURB & GUTTER DESIGN B618 - ASSESSED L F 744 15.00$ 11,160.00$
100 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 1780 25.00$ 44,500.00$
101 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 56 100.00$ 5,600.00$
102 2531.618 TRUNCATED DOMES - TRAIL S F 28 60.00$ 1,680.00$
103 2531.618 TRUNCATED DOMES S F 28 60.00$ 1,680.00$
104 2540.602 INSTALL MAIL BOX SUPPORT EACH 2 150.00$ 300.00$
105 2540.602 TEMPORARY MAIL BOX EACH 12 200.00$ 2,400.00$
106 2563.601 TRAFFIC CONTROL LS 1 2,500.00$ 2,500.00$
107 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 5,000.00$ 5,000.00$
108 2573.502 STORM DRAIN INLET PROTECTION EACH 6 175.00$ 1,050.00$
109 2573.502 SEDIMENT CONTROL LOG TYPE WOOD FI BER LF 1262 3.00$ 3,786.00$
110 2575.604 TEMPORARY STABILIZATION S Y 548 1.00$ 548.00$
111 2575.604 PERMANENT TURF ESTABLISHMENT S Y 1096 11.00$ 12,056.00$
112 2582.518 CROSSWALK PAINT S F 90 4.00$ 360.00$
CONSTRUCTION TOTAL 244,964.30$
CONTINGENCY TOTAL (10%)24,496.43$
SUBTOTAL 269,460.73$
INDIRECT COST TOTAL (28%)75,449.00$
TOTAL 344,909.73$
113 2021.501 MOBILIZATION LS 1 4,800.00$ 4,800.00$
114 2101.505 CLEARING ACRE 0.04 5,000.00$ 200.00$
115 2101.505 GRUBBING ACRE 0.04 5,000.00$ 200.00$
116 2104.502 SALVAGE MAIL BOX SUPPORT EACH 1 125.00$ 125.00$
117 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 25 6.00$ 150.00$
118 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 234 4.00$ 936.00$
119 2104.503 REMOVE CURB & GUTTER L F 300 6.00$ 1,800.00$
120 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 16 14.00$ 224.00$
121 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 32 10.00$ 320.00$
122 2104.518 REMOVE BITUMINOUS WALK SY 34 6.00$ 204.00$
123 2104.518 REMOVE CONCRETE WALK SY 35 2.50$ 87.50$
124 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
125 2105.607 SUBGRADE EXCAVATION C Y 34 35.00$ 1,190.00$
126 2106.507 EXCAVATION - COMMON C Y 100 35.00$ 3,500.00$
127 2451.507 GRANULAR BEDDING TON 12 35.00$ 420.00$
128 2112.519 SUBGRADE PREPARATION RDST 12 30.00$ 360.00$
129 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 4 160.00$ 640.00$
130 2130.523 WATER MGAL 3 75.00$ 225.00$
131 2215.504 FULL DEPTH RECLAMATION S Y 2036 4.00$ 8,144.00$
132 2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 46 15.00$ 690.00$
133 2331.603 JOINT ADHESIVE L F 1300 1.20$ 1,560.00$
134 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 32 45.00$ 1,440.00$
135 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C)TON 230 75.00$ 17,250.00$
136 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 230 75.00$ 17,250.00$
137 2504.602 IRRIGATION SYSTEM REPAIR EACH 5 600.00$ 3,000.00$
138 2511.504 GEOTEXTILE FILTER TYPE 5 S Y 21 1.00$ 21.00$
139 2521.518 6" CONCRETE WALK S F 315 12.00$ 3,780.00$
140 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL L F 300 25.00$ 7,500.00$
141 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 16 100.00$ 1,600.00$
142 2531.618 TRUNCATED DOMES S F 42 60.00$ 2,520.00$
143 2540.602 INSTALL MAIL BOX SUPPORT EACH 1 150.00$ 150.00$
144 2540.602 TEMPORARY MAIL BOX EACH 5 200.00$ 1,000.00$
145 2563.601 TRAFFIC CONTROL LS 1 2,500.00$ 2,500.00$
146 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 5,000.00$ 5,000.00$
147 2573.502 STORM DRAIN INLET PROTECTION EACH 5 175.00$ 875.00$
148 2575.604 TEMPORARY STABILIZATION S Y 316 1.00$ 316.00$
149 2575.604 PERMANENT TURF ESTABLISHMENT S Y 632 11.00$ 6,952.00$
CONSTRUCTION TOTAL 99,929.50$
CONTINGENCY TOTAL (10%)9,992.95$
SUBTOTAL 109,922.45$
INDIRECT COST TOTAL (28%)30,778.29$
TOTAL 140,700.74$
D. Street Improvements - 205th Street W Area
C. Street Improvements - Italy Avenue Area
Page 66 of 248
150 2021.501 MOBILIZATION LS 1 5,000.00$ 5,000.00$
151 2101.505 CLEARING ACRE 0.04 5,000.00$ 200.00$
152 2101.505 GRUBBING ACRE 0.04 5,000.00$ 200.00$
153 2104.502 SALVAGE MAIL BOX SUPPORT EACH 2 125.00$ 250.00$
154 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 15 6.00$ 90.00$
155 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 142 4.00$ 568.00$
156 2104.503 REMOVE CURB & GUTTER L F 500 6.00$ 3,000.00$
157 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 16 14.00$ 224.00$
158 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 80 10.00$ 800.00$
159 2104.518 REMOVE BITUMINOUS WALK SY 24 6.00$ 144.00$
160 2104.518 REMOVE CONCRETE WALK S F 210 2.50$ 525.00$
161 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
162 2105.607 SUBGRADE EXCAVATION C Y 31 35.00$ 1,085.00$
163 2106.507 EXCAVATION - COMMON C Y 100 35.00$ 3,500.00$
164 2451.507 GRANULAR BEDDING TON 11 35.00$ 385.00$
165 2112.519 SUBGRADE PREPARATION RDST 6 30.00$ 180.00$
166 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 4 160.00$ 640.00$
167 2130.523 WATER MGAL 3 75.00$ 225.00$
168 2215.504 FULL DEPTH RECLAMATION S Y 1808 4.00$ 7,232.00$
169 2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 16 15.00$ 240.00$
170 2331.603 JOINT ADHESIVE L F 1162 1.20$ 1,394.40$
171 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 83 45.00$ 3,735.00$
172 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C)TON 205 75.00$ 15,375.00$
173 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 205 75.00$ 15,375.00$
174 2504.602 IRRIGATION SYSTEM REPAIR EACH 5 600.00$ 3,000.00$
175 2511.504 GEOTEXTILE FILTER TYPE 5 S Y 19 1.00$ 19.00$
176 2521.518 6" CONCRETE WALK S F 210 12.00$ 2,520.00$
177 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL L F 500 25.00$ 12,500.00$
178 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 16 100.00$ 1,600.00$
179 2531.618 TRUNCATED DOMES S F 28 60.00$ 1,680.00$
180 2540.602 INSTALL MAIL BOX SUPPORT EACH 2 150.00$ 300.00$
181 2540.602 TEMPORARY MAIL BOX EACH 12 200.00$ 2,400.00$
182 2563.601 TRAFFIC CONTROL LS 1 2,500.00$ 2,500.00$
183 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 5,000.00$ 5,000.00$
184 2573.502 STORM DRAIN INLET PROTECTION EACH 7 175.00$ 1,225.00$
185 2575.604 TEMPORARY STABILIZATION S Y 372 1.00$ 372.00$
186 2575.604 PERMANENT TURF ESTABLISHMENT S Y 743 11.00$ 8,173.00$
CONSTRUCTION TOTAL 104,656.40$
CONTINGENCY TOTAL (10%)10,465.64$
SUBTOTAL 115,122.04$
INDIRECT COST TOTAL (28%)32,234.17$
TOTAL 147,356.21$
187 2021.501 MOBILIZATION LS 1 14,500.00$ 14,500.00$
188 2101.505 CLEARING ACRE 1.04 5,000.00$ 5,200.00$
189 2101.505 GRUBBING ACRE 1.04 5,000.00$ 5,200.00$
190 2104.502 SALVAGE MAIL BOX SUPPORT EACH 8 125.00$ 1,000.00$
191 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 154 6.00$ 924.00$
192 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 512 4.00$ 2,048.00$
193 2104.503 REMOVE CURB & GUTTER L F 2300 6.00$ 13,800.00$
194 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 160 14.00$ 2,240.00$
195 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 400 10.00$ 4,000.00$
196 2104.518 REMOVE BITUMINOUS WALK SY 127 6.00$ 762.00$
197 2104.518 REMOVE CONCRETE WALK S F 210 2.50$ 525.00$
198 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
199 2105.607 SUBGRADE EXCAVATION C Y 199 35.00$ 6,965.00$
200 2106.507 EXCAVATION - COMMON C Y 100 35.00$ 3,500.00$
201 2451.507 GRANULAR BEDDING TON 70 35.00$ 2,450.00$
202 2112.519 SUBGRADE PREPARATION RDST 39 30.00$ 1,170.00$
203 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 4 160.00$ 640.00$
204 2130.523 WATER MGAL 3 75.00$ 225.00$
205 2215.504 FULL DEPTH RECLAMATION S Y 11935 4.00$ 47,740.00$
206 2232.604 MILL BITUMINOUS PAVEMENT (SPECIAL)S Y 34 15.00$ 510.00$
207 2331.603 JOINT ADHESIVE L F 7672 1.20$ 9,206.40$
208 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK - TRAIL S Y 107 45.00$ 4,815.00$
209 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,B)3.0" THICK S Y 530 45.00$ 23,850.00$
210 2360.509 TYPE SP 9.5 WEARING COURSE MIX (3;C)TON 150 75.00$ 11,250.00$
211 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (3;C)TON 150 75.00$ 11,250.00$
212 2504.602 IRRIGATION SYSTEM REPAIR EACH 5 600.00$ 3,000.00$
213 2511.504 GEOTEXTILE FILTER TYPE 5 S Y 120 1.00$ 120.00$
214 2521.518 6" CONCRETE WALK - TRAIL S F 105 12.00$ 1,260.00$
215 2521.518 6" CONCRETE WALK S F 420 12.00$ 5,040.00$
216 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL L F 2300 25.00$ 57,500.00$
217 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 160 100.00$ 16,000.00$
218 2531.618 TRUNCATED DOMES - TRAIL S F 14 60.00$ 840.00$
219 2531.618 TRUNCATED DOMES S F 56 60.00$ 3,360.00$
220 2540.602 INSTALL MAIL BOX SUPPORT EACH 8 150.00$ 1,200.00$
221 2540.602 TEMPORARY MAIL BOX EACH 72 200.00$ 14,400.00$
222 2563.601 TRAFFIC CONTROL LS 1 2,500.00$ 2,500.00$
223 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 5,000.00$ 5,000.00$
224 2573.502 STORM DRAIN INLET PROTECTION EACH 16 175.00$ 2,800.00$
225 2575.604 TEMPORARY STABILIZATION S Y 639 1.00$ 639.00$
226 2575.604 PERMANENT TURF ESTABLISHMENT S Y 1278 11.00$ 14,058.00$
CONSTRUCTION TOTAL 304,487.40$
CONTINGENCY TOTAL (0%)30,448.74$
SUBTOTAL 334,936.14$
INDIRECT COST TOTAL (0%)93,782.12$
TOTAL 428,718.26$
E. Street Improvements - Kaftan Court Area
F. Street Improvements - Ipswich and 173rd
Page 67 of 248
227 2021.501 MOBILIZATION LS 1 4,100.00$ 4,100.00$
228 2104.502 REMOVE CASTING EACH 13 250.00$ 3,250.00$
229 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 8 110.00$ 880.00$
229 2503.602 CONNECT TO EXISTING STORM SEWER - ASSESSED EACH 3 2,500.00$ 7,500.00$
230 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 2,500.00$ 2,500.00$
231 2506.502 CASTING ASSEMBLY EACH 13 975.00$ 12,675.00$
232 2506.502 ADJUST FRAME & RING CASTING EACH 20 550.00$ 11,000.00$
233 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 12 900.00$ 10,890.00$
234 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 15 550.00$ 8,250.00$
235 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3') - ASSESSED EACH 2 2,200.00$ 4,400.00$
236 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 1 2,200.00$ 2,200.00$
236 2506.602 CHIMNEY SEAL EACH 2 300.00$ 600.00$
237 2506.602 6" TOP SLAB FOR 48-4020 STRUCTURE EACH 4 2,300.00$ 9,200.00$
238 2506.602 FILL STRUCTURE SUMP EACH 9 650.00$ 5,850.00$
239 2506.602 REMOVE TRASH GUARD EACH 6 300.00$ 1,800.00$
CONSTRUCTION TOTAL 85,095.00$
CONTINGENCY TOTAL (10%)8,509.50$
SUBTOTAL 93,604.50$
INDIRECT COST TOTAL (28%)26,209.26$
TOTAL 119,813.76$
240 2021.501 MOBILIZATION LS 1 1,900.00$ 1,900.00$
241 2106.601 DEWATERING LS 1 8,000.00$ 8,000.00$
241 2106.607 EXCAVATION - CHANNEL AND POND (LV)CY 440 35.00$ 15,400.00$
242 2106.607 EXCAVATION - CHANNEL AND POND (LV) (SPECIAL)CY 440 35.00$ 15,400.00$
243 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 8 110.00$ 880.00$
244 2503.602 CONNECT TO EXISTING STORM SEWER EACH 1 800.00$ 800.00$
245 2506.502 ADJUST FRAME & RING CASTING EACH 28 550.00$ 15,400.00$
246 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 16 550.00$ 8,800.00$
247 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 1 2,200.00$ 2,200.00$
248 2506.602 CHIMNEY SEAL EACH 7 300.00$ 2,100.00$
249 2506.602 FILL STRUCTURE SUMP EACH 11 650.00$ 7,150.00$
250 2506.602 REMOVE TRASH GUARD EACH 2 300.00$ 600.00$
CONSTRUCTION TOTAL 78,630.00$
CONTINGENCY TOTAL (10%)7,863.00$
SUBTOTAL 86,493.00$
INDIRECT COST TOTAL (28%)24,218.04$
TOTAL 110,711.04$
251 2021.501 MOBILIZATION LS 1 2,800.00$ 2,800.00$
252 2503.503 15" RC PIPE APRON EACH 1 3,500.00$ 3,500.00$
253 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 45 110.00$ 4,950.00$
254 2503.602 CONNECT TO EXISTING STORM SEWER EACH 4 800.00$ 3,200.00$
255 2503.602 12" CS SLOTTED DRAIN LF 40 400.00$ 16,000.00$
256 2503.602 TRENCH DRAIN LF 28 325.00$ 9,100.00$
257 2506.502 ADJUST FRAME & RING CASTING EACH 10 550.00$ 5,500.00$
258 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 5 550.00$ 2,750.00$
259 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 2 2,200.00$ 4,400.00$
260 2506.602 6" TOP SLAB FOR 48-4020 STRUCTURE EACH 3 2,300.00$ 6,900.00$
261 2506.602 FILL STRUCTURE SUMP EACH 4 650.00$ 2,600.00$
262 2511.507 RANDOM RIPRAP CLASS III (FIELDSTONE)CY 20 105.00$ 2,100.00$
CONSTRUCTION TOTAL 63,800.00$
CONTINGENCY TOTAL (10%)6,380.00$
SUBTOTAL 70,180.00$
INDIRECT COST TOTAL (28%)19,650.40$
TOTAL 89,830.40$
263 2021.501 MOBILIZATION LS 1 300.00$ 300.00$
264 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 30 130.00$ 3,900.00$
264 2503.602 CONNECT TO EXISTING STORM SEWER EACH 4 800.00$ 3,200.00$
264 2506.502 ADJUST FRAME & RING CASTING EACH 9 550.00$ 4,950.00$
265 2506.602 CHIMNEY SEAL EACH 2 300.00$ 600.00$
CONSTRUCTION TOTAL 12,950.00$
CONTINGENCY TOTAL (10%)1,295.00$
SUBTOTAL 14,245.00$
INDIRECT COST TOTAL (28%)3,988.60$
TOTAL 18,233.60$
266 2021.501 MOBILIZATION LS 1 400.00$ 400.00$
267 2502.503 6" PERF TP PIPE DRAIN L F 600 35.00$ 21,000.00$
268 2502.602 6" TP PIPE DRAIN CLEAN OUT EACH 2 250.00$ 500.00$
269 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 64 110.00$ 7,040.00$
269 2503.602 CONNECT TO EXISTING STORM SEWER EACH 4 800.00$ 3,200.00$
269 2506.502 ADJUST FRAME & RING CASTING EACH 2 550.00$ 1,100.00$
270 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 2 2,200.00$ 4,400.00$
270 2506.602 FILL STRUCTURE SUMP EACH 2 650.00$ 1,300.00$
CONSTRUCTION TOTAL 38,940.00$
CONTINGENCY TOTAL (10%)3,894.00$
SUBTOTAL 42,834.00$
INDIRECT COST TOTAL (28%)11,993.52$
TOTAL 54,827.52$
J. Storm Sewer Improvements - 205th Street W Area
K. Storm Sewer Improvements - Kaftan Court Area
I. Storm Sewer Improvements - Italy Avenue Area
G. Storm Sewer Improvements - Jaguar Path Area
H. Storm Sewer Improvements - Jaeger Path Area
Page 68 of 248
271 2021.501 MOBILIZATION LS 1 2,400.00$ 2,400.00$
272 2503.503 12" RC PIPE SEWER DES 3006 CL V L F 16 110.00$ 1,760.00$
273 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 55 110.00$ 6,050.00$
273 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 70 130.00$ 9,100.00$
272 2503.602 CONNECT TO EXISTING STORM SEWER - ASSESSED EACH 4 800.00$ 3,200.00$
273 2503.602 CONNECT TO EXISTING STORM SEWER EACH 5 800.00$ 4,000.00$
273 2506.502 ADJUST FRAME & RING CASTING EACH 14 550.00$ 7,700.00$
274 2506.503 CONST DRAINAGE STRUCTURE DES 48-4020 L F 13 900.00$ 11,880.00$
275 2506.503 CONST DRAINAGE STRUCTURE DES 72-4020 L F 6 1,200.00$ 7,200.00$
275 2506.602 GROUT CATCH BASIN OR MANHOLE EACH 14 550.00$ 7,700.00$
275 2506.602 CONST DRAINAGE STRUCTURE DESIGN SPEC (2'X3')EACH 2 2,200.00$ 4,400.00$
CONSTRUCTION TOTAL 65,390.00$
CONTINGENCY TOTAL (10%)6,539.00$
SUBTOTAL 71,929.00$
INDIRECT COST TOTAL (28%)20,140.12$
TOTAL 92,069.12$
276 2021.501 MOBILIZATION LS 1 800.00$ 800.00$
277 2506.502 ADJUST FRAME & RING CASTING EACH 17 700.00$ 11,900.00$
278 2506.602 CHIMNEY SEAL EACH 17 175.00$ 2,975.00$
279 2506.602 GROUT MANHOLE (SANITARY)EACH 1 550.00$ 550.00$
CONSTRUCTION TOTAL 16,225.00$
CONTINGENCY TOTAL (10%)1,622.50$
SUBTOTAL 17,847.50$
INDIRECT COST TOTAL (28%)4,997.30$
TOTAL 22,844.80$
280 2021.501 MOBILIZATION LS 1 1,200.00$ 1,200.00$
280 2503.503 RECONSTRUCT DRAINAGE STRUCTURE L F 2 800.00$ 1,600.00$
281 2506.502 ADJUST FRAME & RING CASTING EACH 21 700.00$ 14,700.00$
282 2506.602 CHIMNEY SEAL EACH 21 175.00$ 3,675.00$
283 2506.602 GROUT MANHOLE (SANITARY)EACH 4 550.00$ 2,200.00$
CONSTRUCTION TOTAL 23,375.00$
CONTINGENCY TOTAL (10%)2,337.50$
SUBTOTAL 25,712.50$
INDIRECT COST TOTAL (28%)7,199.50$
TOTAL 32,912.00$
284 2021.501 MOBILIZATION LS 1 400.00$ 400.00$
284 2506.502 ADJUST FRAME & RING CASTING EACH 7 700.00$ 4,900.00$
285 2506.602 CHIMNEY SEAL EACH 7 175.00$ 1,225.00$
286 2506.602 CASTING ASSEMBLY (SANITARY)EACH 1 1,300.00$ 1,300.00$
CONSTRUCTION TOTAL 7,825.00$
CONTINGENCY TOTAL (10%)782.50$
SUBTOTAL 8,607.50$
INDIRECT COST TOTAL (28%)2,410.10$
TOTAL 11,017.60$
287 2021.501 MOBILIZATION LS 1 200.00$ 200.00$
288 2506.502 ADJUST FRAME & RING CASTING EACH 4 700.00$ 2,800.00$
289 2506.602 CHIMNEY SEAL EACH 4 175.00$ 700.00$
CONSTRUCTION TOTAL 3,700.00$
CONTINGENCY TOTAL (10%)370.00$
SUBTOTAL 4,070.00$
INDIRECT COST TOTAL (28%)1,139.60$
TOTAL 5,209.60$
290 2021.501 MOBILIZATION LS 1 200.00$ 200.00$
291 2506.502 ADJUST FRAME & RING CASTING EACH 4 700.00$ 2,800.00$
292 2506.602 CHIMNEY SEAL EACH 4 175.00$ 700.00$
CONSTRUCTION TOTAL 3,700.00$
CONTINGENCY TOTAL (10%)370.00$
SUBTOTAL 4,070.00$
INDIRECT COST TOTAL (28%)1,139.60$
TOTAL 5,209.60$
293 2021.501 MOBILIZATION LS 1 500.00$ 500.00$
294 2503.503 RECONSTRUCT DRAINAGE STRUCTURE L F 1 800.00$ 800.00$
295 2506.502 ADJUST FRAME & RING CASTING EACH 13 700.00$ 9,100.00$
296 2506.602 CHIMNEY SEAL EACH 13 175.00$ 2,275.00$
CONSTRUCTION TOTAL 10,400.00$
CONTINGENCY TOTAL (10%)1,040.00$
SUBTOTAL 11,440.00$
INDIRECT COST TOTAL (28%)3,203.20$
TOTAL 14,643.20$
296 2021.501 MOBILIZATION LS 1 200.00$ 200.00$
297 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 1 3,500.00$ 3,500.00$
CONSTRUCTION TOTAL 3,700.00$
CONTINGENCY TOTAL (10%)370.00$
SUBTOTAL 4,070.00$
INDIRECT COST TOTAL (28%)1,139.60$
TOTAL 5,209.60$
S. Water Improvements - Jaguar Path Area
R. Sanitary Improvements - Ipswich and 173rd
Q. Sanitary Improvements - Kaftan Court Area
P. Sanitary Improvements - 205th Street W Area
O. Sanitary Improvements - Italy Avenue Area
N. Sanitary Improvements - Jaeger Path Area
M. Sanitary Improvements - Jaguar Path Area
L. Storm Sewer Improvements - Ipswich and 173rd
Page 69 of 248
298 2021.501 MOBILIZATION LS 1 -$ -$
299 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 0 3,500.00$ -$
300 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 0 4,000.00$ -$
CONSTRUCTION TOTAL -$
CONTINGENCY TOTAL (10%)-$
SUBTOTAL -$
INDIRECT COST TOTAL (28%)-$
TOTAL -$
301 2021.501 MOBILIZATION LS 1 1,200.00$ 1,200.00$
302 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 2 3,500.00$ 7,000.00$
303 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 4 4,000.00$ 16,000.00$
CONSTRUCTION TOTAL 24,200.00$
CONTINGENCY TOTAL (10%)2,420.00$
SUBTOTAL 26,620.00$
INDIRECT COST TOTAL (28%)7,453.60$
TOTAL 34,073.60$
304 2021.501 MOBILIZATION LS 1 1,300.00$ 1,300.00$
305 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 6 3,500.00$ 21,000.00$
306 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 1 4,000.00$ 4,000.00$
CONSTRUCTION TOTAL 26,300.00$
CONTINGENCY TOTAL (10%)2,630.00$
SUBTOTAL 28,930.00$
INDIRECT COST TOTAL (28%)8,100.40$
TOTAL 37,030.40$
307 2021.501 MOBILIZATION LS 1 -$ -$
308 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 0 3,500.00$ -$
309 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 0 4,000.00$ -$
CONSTRUCTION TOTAL -$
CONTINGENCY TOTAL (10%)-$
SUBTOTAL -$
INDIRECT COST TOTAL (28%)-$
TOTAL -$
310 2021.501 MOBILIZATION LS 1 3,000.00$ 3,000.00$
311 2504.602 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 8 3,500.00$ 28,000.00$
312 2504.602 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 8 4,000.00$ 32,000.00$
CONSTRUCTION TOTAL 63,000.00$
CONTINGENCY TOTAL (10%)6,300.00$
SUBTOTAL 69,300.00$
INDIRECT COST TOTAL (28%)19,404.00$
TOTAL 88,704.00$
313 2021.501 MOBILIZATION LS 1 3,900.00$ 3,900.00$
314 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 30 130.00$ 3,900.00$
315 2503.602 CONNECT TO EXISTING STORM SEWER EACH 4 800.00$ 3,200.00$
316 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 EACH 1 25,000.00$ 25,000.00$
317 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 EACH 1 40,000.00$ 40,000.00$
316 2506.503 CONSTRUCT DRAINAGE STRUCTURE DES 84-4020 LF 10 550.00$ 5,500.00$
CONSTRUCTION TOTAL 81,500.00$
CONTINGENCY TOTAL (10%)8,150.00$
SUBTOTAL 89,650.00$
INDIRECT COST TOTAL (28%)25,102.00$
TOTAL 114,752.00$
GRAND TOTAL 3,100,032.88$
DISCLAIMER:
In review of this Opinion of Probable Cost, the Client understands that the Consultant has no control over the availability of labor, equipment or materials, market conditions, or the Contractor’s method
of pricing. This Opinion of Probable Cost is made on the basis of the Consultant’s professional judgment and experience. The Consultant makes no warranty, expressed or implied, regarding the
ultimate bids or negotiated cost of the Work.
X. Water Improvements - Ipswich and 173rd
Y. Water Quality Manhole Improvements
W. Water Improvements - Kaftan Court Area
V. Water Improvements - 205th Street W Area
T. Water Improvements - Jaeger Path Area
U. Water Improvements - Italy Avenue Area
Page 70 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Appendix
Appendix C
Assessment ID Maps
Assessment Roll
Page 71 of 248
2024 Street Reconstruction Project Category A Single Family Unit Assessment Rate Jaguar Neighborhood 5,429.00$ per unit 42 Date:10/9/2023
24-02 Category B Single Family Unit Assessment Rate Jaeger Neighborhood 5,375.00$ per unit 43 Revised:--------
Category C Single Family Unit Assessment Rate Kaftan Neighborhood 5,579.00$ per unit 13
Category D Single Family Unit Assessment Rate 201st Neighborhood 4,479.00$ per unit 17
Category DD Single Family Unit Assessment Rate Italy Neighborhood 5,494.00$ per unit 11
Category E Single Family Unit Assessment Rate 205th Neighborhood 4,413.00$ per unit 14
Category F Single Family Unit Assessment Rate Ipswich Neighborhood 2,541.00$ per unit 73
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE/ZIP CODE PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION ASSESSMENT
CATEGORY
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
1 226310100010 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT A 2.0 5,429.00$ 10,858.00$
2 226310102010 THOMAS WILGENBUSCH 18201 JAGUAR PATH LAKEVILLE MN 55044 18201 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
3 226310103010 REGINALD FORREST TSTE GLICK 18135 JARL CT LAKEVILLE MN 55044 18135 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
4 226310103020 ROSS B & MARGIE A DUGAS 18129 JARL CT LAKEVILLE MN 55044 18129 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
5 226310104010 JOSEPH P LUCKEN TRUST 18115 JARL CT LAKEVILLE MN 55044 18115 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
6 226310104020 QUAN V DO 18111 JARL CT LAKEVILLE MN 55044 18111 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
7 226310104030 JAMES D & JUDY A TROWBRIDGE 18109 JARL CT LAKEVILLE MN 55044 18109 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
8 226310100020 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT A 1.0 5,429.00$ 5,429.00$
9 226310105010 NARAYANAN RAVI 18108 JARL CT LAKEVILLE MN 55044 18108 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
10 226310105020 MARK J HIRSCH 18109 JAGUAR PATH LAKEVILLE MN 55044 18109 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
11 226310105030 TAYLOR ABRAM 18120 JARL CT LAKEVILLE MN 55044 18120 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
12 226310105040 STEPHEN & NINA BAKER 18134 JARL CT LAKEVILLE MN 55044 18134 JARL CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
13 226310201020 TAIT HOTVET 18095 JAGUAR PATH LAKEVILLE MN 55044 18095 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
14 226310201010 JOSHUA SCHWARTZ 18081 JAGUAR PATH LAKEVILLE MN 55044 18081 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
15 226310107010 MICHAEL A & LINDA K RAUB 18067 JAGUAR PATH LAKEVILLE MN 55044 18067 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
16 226310107020 CHARLES F JR RATH 18039 JAGUAR PATH LAKEVILLE MN 55044 18039 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
17 226310108010 JOSHUA LOEWEN 18051 JAY CT LAKEVILLE MN 55044 18051 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
18 226310100040 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT A 2.0 5,429.00$ 10,858.00$
19 226310109100 RAYMOND P & TAMI R BARTH 18031 JAY CT LAKEVILLE MN 55044 18031 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
20 226310109110 NONA AI 18023 JAY CT LAKEVILLE MN 55044 18023 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
21 226310109090 BARBARA E TSTE NAATJES 18015 JAY CT LAKEVILLE MN 55044 18015 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
22 226310109080 PAUL R SMITH 18011 JAY CT LAKEVILLE MN 55044 18011 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
23 226310109070 MARTIN G & MELISSA D GULDBERG 18012 JAY CT LAKEVILLE MN 55044 18012 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
24 226310109060 CARIE & CRAIG ALLEN 18018 JAY CT LAKEVILLE MN 55044 18018 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
25 226310109050 HARVEY W & MARY T MEYERS 18022 JAY CT LAKEVILLE MN 55044 18022 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
26 226310109040 KERRY J & JOAN B KLINE 18024 JAY CT LAKEVILLE MN 55044 18024 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
27 226310109030 NICHOLAS WAYNE JENSEN 18028 JAY CT LAKEVILLE MN 55044 18028 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
28 226310109020 BRUCE W & LYNN M TSTES KREJCI 18034 JAY CT LAKEVILLE MN 55044 18034 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
29 226310109010 MARK ALAN ENGLER 18040 JAY CT LAKEVILLE MN 55044 18040 JAY CT RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
30 226310000020 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT A 7.0 5,429.00$ 38,003.00$
31 226310106030 RICHARD J & JENNIFER COCKERILL 18132 JAGUAR PATH LAKEVILLE MN 55044 18132 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
32 226310106020 MARK M & CATHY L DALRYMPLE 18148 JAGUAR PATH LAKEVILLE MN 55044 18148 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
33 226310106010 ROBERT L KREPFLE 18162 JAGUAR PATH LAKEVILLE MN 55044 18162 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
34 226310101010 ANDREA LYNN WILKERSON 18220 JAGUAR PATH LAKEVILLE MN 55044 18220 JAGUAR PATH RESIDENTIAL A 1.0 5,429.00$ 5,429.00$
35 228750002080 LOREN & DEBRA HOLMAN 18005 JACQUARD PATH LAKEVILLE MN 55044 18005 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
36 228750002070 JAY A & JULIE M TSTES OSTERGAARD 18031 JACQUARD PATH LAKEVILLE MN 55044 18031 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
37 228750002060 DAVID A & RHONDA J ZOZ 18069 JACQUARD PATH LAKEVILLE MN 55044 18069 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
38 228750002050 MARC YE 18097 JACQUARD PATH LAKEVILLE MN 55044 18097 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
39 228750002040 PAUL S & SUSAN A HUGHES 18119 JACQUARD PATH LAKEVILLE MN 55044 18119 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
40 228750002030 JOSHUA KIM-TAE FRANCIS 18171 JACQUARD PATH LAKEVILLE MN 55044 18171 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
41 228750000050 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT B 1.0 5,375.00$ 5,375.00$
42 228750002020 SEAN PATRICK CARNEY 18291 JACQUARD PATH LAKEVILLE MN 55044 18291 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
43 228750002010 GARRETT & MELISSA WESTON 10085 183RD ST W LAKEVILLE MN 55044 10085 183RD ST W RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
44 228470001110 CHRISTOPHER & BRITTNEY ESPINASSE 18320 JAMAICA PATH LAKEVILLE MN 55044 18320 JAMAICA PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
45 228750000030 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT B 1.0 5,375.00$ 5,375.00$
46 228750001070 DEANN L TSTE EVERSON 18337 JAEGER PATH LAKEVILLE MN 55044 18337 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
47 228750001060 HENRY J SLOBE 18369 JAEGER PATH LAKEVILLE MN 55044 18369 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
48 228750001050 NICK KOSZEWSKI 18407 JAEGER PATH LAKEVILLE MN 55044 18407 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
49 228750001040 MICHAEL & LINDA SIMMONS 18423 JAEGER PATH LAKEVILLE MN 55044 18423 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
50 228750001030 WARREN R SAGSTUEN 18447 JAEGER PATH LAKEVILLE MN 55044 18447 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
51 228750001020 AMY RAY 18469 JAEGER PATH LAKEVILLE MN 55044 18469 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
52 228750001010 GREGORY J & SUSAN A MILLER 18483 JAEGER PATH LAKEVILLE MN 55044 18483 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
53 228750003190 ROBERT T & NANCY J MCCARTY 18482 JAEGER PATH LAKEVILLE MN 55044 18482 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
54 228750003180 THOMAS & JANE COUGHLIN 18466 JAEGER PATH LAKEVILLE MN 55044 18466 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
55 228750003170 BRIAN J LYNCH 18486 JAMBEAU CT LAKEVILLE MN 55044 18486 JAMBEAU CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
Preliminary Assessment Roll
City Name Project:
City Project No.:
Rock Ridge First/Second Addition; Golden Pond First Addition; Golden Pond Second Addition; Golden Pond Third Addition; Greenwood Estates; Wyldewood Oaks; Raven Lake First/Second/Third Addition; St. Frances Woods 7th Addition;and The Oaks of Lake Villa. Woodridge Estates, Warweg Addition, Antlers park,
Lenihans Lot Antlers Park, Bentson Addition, Village Creek First Addition, Berres Addition, Barrett First Addition.
Page 72 of 248
2024 Street Reconstruction Project Category A Single Family Unit Assessment Rate Jaguar Neighborhood 5,429.00$ per unit 42 Date:10/9/2023
24-02 Category B Single Family Unit Assessment Rate Jaeger Neighborhood 5,375.00$ per unit 43 Revised:--------
Category C Single Family Unit Assessment Rate Kaftan Neighborhood 5,579.00$ per unit 13
Category D Single Family Unit Assessment Rate 201st Neighborhood 4,479.00$ per unit 17
Category DD Single Family Unit Assessment Rate Italy Neighborhood 5,494.00$ per unit 11
Category E Single Family Unit Assessment Rate 205th Neighborhood 4,413.00$ per unit 14
Category F Single Family Unit Assessment Rate Ipswich Neighborhood 2,541.00$ per unit 73
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE/ZIP CODE PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION ASSESSMENT
CATEGORY
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Preliminary Assessment Roll
City Name Project:
City Project No.:
Rock Ridge First/Second Addition; Golden Pond First Addition; Golden Pond Second Addition; Golden Pond Third Addition; Greenwood Estates; Wyldewood Oaks; Raven Lake First/Second/Third Addition; St. Frances Woods 7th Addition;and The Oaks of Lake Villa. Woodridge Estates, Warweg Addition, Antlers park,
Lenihans Lot Antlers Park, Bentson Addition, Village Creek First Addition, Berres Addition, Barrett First Addition.
56 228750003160 CHRISTOPHER C TSTE BANGS 18485 JAMBEAU CT LAKEVILLE MN 55044 18485 JAMBEAU CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
57 228750000020 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT B 1.0 5,375.00$ 5,375.00$
58 228750004020 MICHAEL J KACHER 18440 JAEGER PATH LAKEVILLE MN 55044 18440 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
59 228750004010 JASON REY PHILLIPS 18416 JAEGER PATH LAKEVILLE MN 55044 18416 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
60 228750003150 NANCY M LEITZ 18436 JAEGER CT LAKEVILLE MN 55044 18436 JAEGER CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
61 228750003140 CHAD M & SARAH M NELSON 18446 JAEGER CT LAKEVILLE MN 55044 18446 JAEGER CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
62 228750003130 KEITH & KRISTIN PETERSON 18433 JAEGER CT LAKEVILLE MN 55044 18433 JAEGER CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
63 228750003120 WILLIAM R LARSON 18366 JAEGER PATH LAKEVILLE MN 55044 18366 JAEGER PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
64 228750003110 ZAHID HAMEED 18270 JACQUARD PATH LAKEVILLE MN 55044 18270 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
65 228750000040 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT B 1.0 5,375.00$ 5,375.00$
66 228750003100 BONNIE S TOUSSAINT 18234 JACQUARD PATH LAKEVILLE MN 55044 18234 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
67 228750003090 BENJAMIN & ELIZABETH JANSKY 18208 JACQUARD PATH LAKEVILLE MN 55044 18208 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
68 228750003080 JEFFREY JAMES BAKER 18184 JACQUARD PATH LAKEVILLE MN 55044 18184 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
69 228750003070 MICHAEL M MILLER 18160 JACQUARD PATH LAKEVILLE MN 55044 18160 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
70 228750003060 SYLVAIN J & KARINE FRION 18118 JACQUARD PATH LAKEVILLE MN 55044 18118 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
71 228750003050 DANIEL L & JAYNE L GOOD 18056 JACQUARD CT LAKEVILLE MN 55044 18056 JACQUARD CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
72 228750003040 MARK M BROWN 18082 JACQUARD CT LAKEVILLE MN 55044 18082 JACQUARD CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
73 228750000060 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT B 1.0 5,375.00$ 5,375.00$
74 228750003030 CRAIG V & SUSAN M DUREN 18099 JACQUARD CT LAKEVILLE MN 55044 18099 JACQUARD CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
75 228750000070 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT B 1.0 5,375.00$ 5,375.00$
76 228750003020 MARK T TSTE DOLL 18085 JACQUARD CT LAKEVILLE MN 55044 18085 JACQUARD CT RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
77 228750003010 STEVEN TSTE RALL 18004 JACQUARD PATH LAKEVILLE MN 55044 18004 JACQUARD PATH RESIDENTIAL B 1.0 5,375.00$ 5,375.00$
78 227150001010 RAYMOND L & TRACY L TSTES COOPER 20633 KAFTAN CT LAKEVILLE MN 55044 20633 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
79 227150001020 PATRICK T & MICHELLE FOX 20629 KAFTAN CT LAKEVILLE MN 55044 20629 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
80 227150001030 ANNA BURK 20623 KAFTAN CT LAKEVILLE MN 55044 20623 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
81 227150001040 BRIAN & JACLYN K CZAPIGA 20617 KAFTAN CT LAKEVILLE MN 55044 20617 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
82 227150001050 CHAD VETTER 20609 KAFTAN CT LAKEVILLE MN 55044 20609 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
83 227150001060 PETER M & SUSAN K DIRCKS 20605 KAFTAN CT LAKEVILLE MN 55044 20605 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
84 227150001070 WILLIAM F & KATHRYN BYERS 20602 KAFTAN CT LAKEVILLE MN 55044 20602 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
85 227150001080 MACKENZIE STREIFEL 20608 KAFTAN CT LAKEVILLE MN 55044 20608 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
86 227150001090 RICHARD CARROLL 20612 KAFTAN CT LAKEVILLE MN 55044 20612 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
87 227150001100 JACOB S & SARAH M BOREALIS 20618 KAFTAN CT LAKEVILLE MN 55044 20618 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
88 227150001110 JAMIE E & DENISE L JACOBSON 20622 KAFTAN CT LAKEVILLE MN 55044 20622 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
89 227150001120 TYLER & ALI KREBS 20630 KAFTAN CT LAKEVILLE MN 55044 20630 KAFTAN CT RESIDENTIAL C 1.0 5,579.00$ 5,579.00$
90 227150000020 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT C 1.0 5,579.00$ 5,579.00$
91 228340000050 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT D 4.0 4,479.00$ 17,916.00$
92 224490028080 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT D 6.0 4,479.00$ 26,874.00$
93 224490000076 RICHARD & JOYCE RINGEISEN 20085 ITALY AVE LAKEVILLE MN 55044 20085 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
94 224490000071 JAROSLAW ADAM & ANNA OLOWNIA 20079 ITALY AVE LAKEVILLE MN 55044 20079 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
95 224490000070 PETER JOHN & MARY MARGARET TSTES SMITH 20075 ITALY AVE LAKEVILLE MN 55044 20075 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
96 228340000030 GEORGE W WARWEG 205 11TH ST ROOM 124 FARMINGTON MN 55024 RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
97 228340000040 GEORGE W WARWEG 205 11TH ST ROOM 124 FARMINGTON MN 55024 AG-GREEN ACRES D 5.0 4,479.00$ 22,395.00$
98 224490008320 CLOBES FAMILY TRUST 20034 ITALY AVE LAKEVILLE MN 55044 20034 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
99 221150008310 BRADLEY ANDERSON 20048 ITALY AVE LAKEVILLE MN 55044 20048 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
100 224490008300 MICHAEL MROZEK 20064 ITALY AVE LAKEVILLE MN 55044 20064 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
101 221150008280 SAMUEL G & JANICE E WILSON 20066 ITALY AVE LAKEVILLE MN 55044 20066 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
102 221150008270 JENNIFER BUIE 20068 ITALY AVE LAKEVILLE MN 55044 20068 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
103 224490008260 KENNETH & KAY LABOONE 20072 ITALY AVE LAKEVILLE MN 55044 20072 ITALY AVE RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
104 221150008250 STEVEN A TSTE CLOBES 9775 201ST ST W LAKEVILLE MN 55044 9775 201ST ST W RESIDENTIAL DD 1.0 5,494.00$ 5,494.00$
105 224490008030 DAWN M KRIPPNER 9755 201ST ST W LAKEVILLE MN 55044 9755 201ST ST W RESIDENTIAL D 1.0 4,479.00$ 4,479.00$
106 224490008041 THOMAS & JILL LAWRENCE 9715 201ST ST W LAKEVILLE MN 55044 9715 201ST ST W RESIDENTIAL D 1.0 4,479.00$ 4,479.00$
107 220290014040 CYNTHIA M GRAHAM 20480 HOLYOKE AVE LAKEVILLE MN 55044 20480 HOLYOKE AVE RESIDENTIAL E 1.0 4,413.00$ 4,413.00$
108 221365001011 MINNESOTA HOUSINGCORP 8727 205TH ST W LAKEVILLE MN 55044 8727 205TH ST W RESIDENTIAL-TOWNHOUSE E 0.5 4,413.00$ 2,206.50$
109 221365001012 JEANI L GEPHART 8723 205TH ST W LAKEVILLE MN 55044 8723 205TH ST W RESIDENTIAL-TOWNHOUSE E 0.5 4,413.00$ 2,206.50$
110 221365001013 KATHLEEN HYNES 8719 205TH ST W LAKEVILLE MN 55044 8719 205TH ST W RESIDENTIAL-TOWNHOUSE E 0.5 4,413.00$ 2,206.50$
Page 73 of 248
2024 Street Reconstruction Project Category A Single Family Unit Assessment Rate Jaguar Neighborhood 5,429.00$ per unit 42 Date:10/9/2023
24-02 Category B Single Family Unit Assessment Rate Jaeger Neighborhood 5,375.00$ per unit 43 Revised:--------
Category C Single Family Unit Assessment Rate Kaftan Neighborhood 5,579.00$ per unit 13
Category D Single Family Unit Assessment Rate 201st Neighborhood 4,479.00$ per unit 17
Category DD Single Family Unit Assessment Rate Italy Neighborhood 5,494.00$ per unit 11
Category E Single Family Unit Assessment Rate 205th Neighborhood 4,413.00$ per unit 14
Category F Single Family Unit Assessment Rate Ipswich Neighborhood 2,541.00$ per unit 73
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE/ZIP CODE PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION ASSESSMENT
CATEGORY
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Preliminary Assessment Roll
City Name Project:
City Project No.:
Rock Ridge First/Second Addition; Golden Pond First Addition; Golden Pond Second Addition; Golden Pond Third Addition; Greenwood Estates; Wyldewood Oaks; Raven Lake First/Second/Third Addition; St. Frances Woods 7th Addition;and The Oaks of Lake Villa. Woodridge Estates, Warweg Addition, Antlers park,
Lenihans Lot Antlers Park, Bentson Addition, Village Creek First Addition, Berres Addition, Barrett First Addition.
111 221365001014 STEPHEN E BAUER 8715 205TH ST W LAKEVILLE MN 55044 8715 205TH ST W RESIDENTIAL-TOWNHOUSE E 0.5 4,413.00$ 2,206.50$
112 220290014050 STACY PAOLI 8663 205TH ST W LAKEVILLE MN 55044 8663 205TH ST W RESIDENTIAL E 1.0 4,413.00$ 4,413.00$
113 220290014060 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT E 2.0 4,413.00$ 8,826.00$
114 220290011010 CITY OF LAKEVILLE 8500 202ND ST W LAKEVILLE MN 55044 8500 202ND ST W EXEMPT E 1.0 4,413.00$ 4,413.00$
115 220290014070 LAKEVILLE GROVE CEMETERY 20195 HOLYOKE AVE EXEMPT E 1.0 4,413.00$ 4,413.00$
116 228205000010 CITY OF LAKEVILLE 20651 HARTFORD WAY LAKEVILLE MN 55044 20651 HARTFORD WAY EXEMPT E 3.0 4,413.00$ 13,239.00$
117 221370005070 JEFFREY S BRAUN 8630 205TH ST W LAKEVILLE MN 55044 8630 205TH ST W RESIDENTIAL E 1.0 4,413.00$ 4,413.00$
118 221370005051 ANDREW J & KIMBERLY M SABERS 20520 HOLT AVE LAKEVILLE MN 55044 20520 HOLT AVE RESIDENTIAL E 1.0 4,413.00$ 4,413.00$
119 221370004050 TONY L & TIA M BURNHAM 20520 HOLYOKE AVE LAKEVILLE MN 55044 20520 HOLYOKE AVE RESIDENTIAL E 1.0 4,413.00$ 4,413.00$
121 226445203040 CHARLIE PAUL HOWE 9665 172ND ST W LAKEVILLE MN 55044 9665 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
122 226445203050 KEVIN HARVEY & KIMBERLY ANN GULLICKSON 9649 172ND ST W LAKEVILLE MN 55044 9649 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
123 226445203060 KATIE MATHEWS 9633 172ND ST W LAKEVILLE MN 55044 9633 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
124 226445203070 GLENN & TRACEY OSTERMAN 9615 172ND ST W LAKEVILLE MN 55044 9615 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
125 226445203080 DALE R & JEANANN LEHNERT 9597 172ND ST W LAKEVILLE MN 55044 9597 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
126 226445203090 JOHN T MITCHEM 9583 172ND ST W LAKEVILLE MN 55044 9583 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
127 226445203100 FREDRICK R & CARLA COOPER 9565 172ND ST W LAKEVILLE MN 55044 9565 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
128 220070003014 THOMAS C TSTE SIEBENALER 9555 172ND ST W LAKEVILLE MN 55044 9555 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
129 226445204010 ANDREW & JILL MADSON 9545 172ND ST W LAKEVILLE MN 55044 9545 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
130 226445204020 JASON J & PATRICIA M DUNTLEY 9533 172ND ST W LAKEVILLE MN 55044 9533 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
131 226445002010 JACOB MICHAEL THALHUBER 9521 173RD ST W LAKEVILLE MN 55044 9521 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
132 221320002010 CHAD & KATIE JOHNSON 17302 IPSWICH WAY LAKEVILLE MN 55044 17302 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
133 221320002020 BARBARA M MOORE 17304 IPSWICH WAY LAKEVILLE MN 55044 17304 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
134 221320002030 JOSHUA WEISE 17306 IPSWICH WAY LAKEVILLE MN 55044 17306 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
135 221320002040 THEODORE B & SANDRA JOHNSON 17308 IPSWICH WAY LAKEVILLE MN 55044 17308 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
136 221320002050 LUIS E HERNANDEZ 17310 IPSWICH WAY LAKEVILLE MN 55044 17310 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
137 221320000010 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT F 1.0 2,541.00$ 2,541.00$
138 221320003010 ROBERT & NATALIE HORN 17312 IPSWICH WAY LAKEVILLE MN 55044 17312 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
139 221320003020 SHARON R ENGLE 17314 IPSWICH WAY LAKEVILLE MN 55044 17314 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
140 221320003030 MICHAEL & ANNE HALEY 17316 IPSWICH WAY LAKEVILLE MN 55044 17316 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
141 221320003040 NEIL A & LINDA J JOHNSON 17318 IPSWICH WAY LAKEVILLE MN 55044 17318 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
142 221320003050 LINDA J ALMLIE 17320 IPSWICH WAY LAKEVILLE MN 55044 17320 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
143 221320003060 MATTHEW C & CHERIE R EWALD 17322 IPSWICH WAY LAKEVILLE MN 55044 17322 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
144 221320003070 CHRISTINE L ABRAHAM 17324 IPSWICH WAY LAKEVILLE MN 55044 17324 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
145 221320003080 DANIEL ROBERT TSTE ZARN 17326 IPSWICH WAY LAKEVILLE MN 55044 17326 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
146 221320003090 THOMAS J & KATHLEEN AUGEDAHL 17328 IPSWICH WAY LAKEVILLE MN 55044 17328 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
147 221320003100 THOMAS J & BARBARA KELLER 17330 IPSWICH WAY LAKEVILLE MN 55044 17330 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
148 221320003110 ROGER O & SUSAN R JACOBSON 17332 IPSWICH WAY LAKEVILLE MN 55044 17332 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
149 221320000020 CITY OF LAKEVILLE 20195 HOLYOKE AVE EXEMPT F 1.0 2,541.00$ 2,541.00$
150 221320001120 CHARLES H & KAREN TRACY 17333 IPSWICH WAY LAKEVILLE MN 55044 17333 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
151 221320001110 JARED R GRUBOR 17331 IPSWICH WAY LAKEVILLE MN 55044 17331 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
152 221320001100 MANIVONE SOUVANNASANE 17329 IPSWICH WAY LAKEVILLE MN 55044 17329 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
153 221320001090 STEVEN C & LAURIE I JENSEN 17327 IPSWICH WAY LAKEVILLE MN 55044 17327 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
154 221320001080 AMY LUNKA 17325 IPSWICH WAY LAKEVILLE MN 55044 17325 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
155 221320001070 SCOTT & DIONNE RISKEDAHL 17323 IPSWICH WAY LAKEVILLE MN 55044 17323 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
156 221320001060 TIMOTHY A & JUDY SCHEER 17321 IPSWICH WAY LAKEVILLE MN 55044 17321 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
157 221320001050 VILAIVANH N KOUBANDONH 17319 IPSWICH WAY LAKEVILLE MN 55044 17319 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
158 221320001040 KENNETH & PATRICIA CAPPO 17317 IPSWICH WAY LAKEVILLE MN 55044 17317 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
159 221320001030 DARRIN & ROSE KIRBY 17315 IPSWICH WAY LAKEVILLE MN 55044 17315 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
160 221320001020 BYRON L & KITSO G VEASY 17309 IPSWICH WAY LAKEVILLE MN 55044 17309 IPSWICH WAY RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
161 221320001010 YASUKO TANAKA AUSTIN 9550 173RD ST W LAKEVILLE MN 55044 9550 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
162 226445101010 PATRICIA A TSTE GEGNER 9576 173RD ST W LAKEVILLE MN 55044 9576 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
163 226445101020 GWENDOLYN JOHNSON 9590 173RD ST W LAKEVILLE MN 55044 9590 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
164 226445101030 DANIEL ANDREW OLIVER 9608 173RD ST W LAKEVILLE MN 55044 9608 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
165 226445101040 DEVIN J NIGHTINGALE 9624 173RD ST W LAKEVILLE MN 55044 9624 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
166 226445101050 MARK S THOMAS 9638 173RD ST W LAKEVILLE MN 55044 9638 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
Page 74 of 248
2024 Street Reconstruction Project Category A Single Family Unit Assessment Rate Jaguar Neighborhood 5,429.00$ per unit 42 Date:10/9/2023
24-02 Category B Single Family Unit Assessment Rate Jaeger Neighborhood 5,375.00$ per unit 43 Revised:--------
Category C Single Family Unit Assessment Rate Kaftan Neighborhood 5,579.00$ per unit 13
Category D Single Family Unit Assessment Rate 201st Neighborhood 4,479.00$ per unit 17
Category DD Single Family Unit Assessment Rate Italy Neighborhood 5,494.00$ per unit 11
Category E Single Family Unit Assessment Rate 205th Neighborhood 4,413.00$ per unit 14
Category F Single Family Unit Assessment Rate Ipswich Neighborhood 2,541.00$ per unit 73
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE/ZIP CODE PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION ASSESSMENT
CATEGORY
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Preliminary Assessment Roll
City Name Project:
City Project No.:
Rock Ridge First/Second Addition; Golden Pond First Addition; Golden Pond Second Addition; Golden Pond Third Addition; Greenwood Estates; Wyldewood Oaks; Raven Lake First/Second/Third Addition; St. Frances Woods 7th Addition;and The Oaks of Lake Villa. Woodridge Estates, Warweg Addition, Antlers park,
Lenihans Lot Antlers Park, Bentson Addition, Village Creek First Addition, Berres Addition, Barrett First Addition.
167 226445101060 KEVIN M & TINA R DOLECHEK 9656 173RD ST W LAKEVILLE MN 55044 9656 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
168 226445101070 VERNON & ELIZABETH MACE 9672 173RD ST W LAKEVILLE MN 55044 9672 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
169 226445101080 DONALD JR & MARY LOU KRUKOW 9688 173RD ST W LAKEVILLE MN 55044 9688 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
170 226445101090 PHILIP D SKOGMO 9702 173RD ST W LAKEVILLE MN 55044 9702 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
171 226445101100 JASON M & ISABELLE B MALLAND 9718 173RD ST W LAKEVILLE MN 55044 9718 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
172 226445101110 STEVEN R SR & STACY A TSTES ANDERSON 9736 173RD ST W LAKEVILLE MN 55044 9736 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
173 226445001010 JAMES R & MICHELLE J VOSS 9737 173RD ST W LAKEVILLE MN 55044 9737 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
174 226445001020 DAVID JOHN LARSON 9719 173RD ST W LAKEVILLE MN 55044 9719 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
175 226445001030 THOMAS R & JUSTINE R ANDERSON 9703 173RD ST W LAKEVILLE MN 55044 9703 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
176 226445001040 JEFFREY L & LORI A WIEBERS 9689 173RD ST W LAKEVILLE MN 55044 9689 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
177 226445001050 KADUM & HOAN N UM 9673 173RD ST W LAKEVILLE MN 55044 9673 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
178 226445001060 GARY J & DENISE L BUNGERT 9657 173RD ST W LAKEVILLE MN 55044 9657 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
179 226445001070 MARIE ANNE KOHOUT 9639 173RD ST W LAKEVILLE MN 55044 9639 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
180 226445001080 MARCEL TUAKAPUMBA 9625 173RD ST W LAKEVILLE MN 55044 9625 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
181 226445001090 TIMOTHY J & LISA D KLEDHANS 9609 173RD ST W LAKEVILLE MN 55044 9609 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
182 226445001100 GEORGE WAHL 9591 173RD ST W LAKEVILLE MN 55044 9591 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
183 226445001110 DONALD E & KATHY ROSTBERG 9577 173RD ST W LAKEVILLE MN 55044 9577 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
184 226445001120 MICHAEL D & TAMI JO SCHULTZ 9559 173RD ST W LAKEVILLE MN 55044 9559 173RD ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
185 226445201110 DENNIS E & KATHLEEN NEGEN 9562 172ND ST W LAKEVILLE MN 55044 9562 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
186 226445201100 JOSHUA A & NICOLE R WILKES 9580 172ND ST W LAKEVILLE MN 55044 9580 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
187 226445201090 RONALD MELARA 9604 172ND ST W LAKEVILLE MN 55044 9604 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
188 226445201080 MONICA SERWAA ACHEAMPONG 9620 172ND ST W LAKEVILLE MN 55044 9620 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
189 226445201070 DEVIN M ANDREWS 9638 172ND ST W LAKEVILLE MN 55044 9638 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
190 226445201060 JOHN P CHECK 9654 172ND ST W LAKEVILLE MN 55044 9654 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
191 226445201050 BRUCE W & CHRISTINA PARO 9672 172ND ST W LAKEVILLE MN 55044 9672 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
192 226445201040 JANE L OTTUM 9688 172ND ST W LAKEVILLE MN 55044 9688 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
193 226445201030 DAVID WILLIAM & KELSIE MARIE JANNEY 9704 172ND ST W LAKEVILLE MN 55044 9704 172ND ST W RESIDENTIAL F 1.0 2,541.00$ 2,541.00$
Page 75 of 248
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Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Appendix
Appendix D
Geotechnical Evaluation Report, Braun Intertec
Page 81 of 248
Geotechnical Evaluation Report
City of Lakeville 2024 Street Rehabilitation Project
Lakeville, Minnesota
City Project 24-02
Prepared for
City of Lakeville
Professional 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.
Neil G. Lund, PE
Technical Manager, Senior Engineer
License Number: 46212
September 27, 2023
Project B2307193
Braun Intertec Corporation
Page 82 of 248
AA/EOE
Braun Intertec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fax: 952.995.2020
Web: braunintertec.com
September 27, 2023 Project B2307193
Mr. Stephen Ferraro
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Geotechnical Evaluation
City of Lakeville 2024 Street Rehabilitation Project
Lakeville, Minnesota
City Project 24-02
Dear Mr. Ferraro:
We are pleased to present this Geotechnical Evaluation Report for the City of Lakeville 2024 Street
Rehabilitation Project.
Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions
about this report, or if there are other services that we can provide in support of our work to date, please
contact Neil Lund at 952.995.2284 (nlund@braunintertec.com).
Sincerely,
BRAUN INTERTEC CORPORATION
Neil G. Lund, PE
Technical Manager, Senior Engineer
Page 83 of 248
Table of Contents
Description Page
A. Introduction ...................................................................................................................................... 1
A.1. Project Description .............................................................................................................. 1
A.2. Site Conditions..................................................................................................................... 3
A.3. Purpose ................................................................................................................................ 3
A.4. Background Information and Reference Documents .......................................................... 3
A.5. Scope of Services ................................................................................................................. 4
B. Results .............................................................................................................................................. 5
B.1. Geologic Overview .............................................................................................................. 5
B.2. Ground Penetrating Radar .................................................................................................. 5
B.3. Cores and Hand Augers ....................................................................................................... 6
B.4. Pavement Thickness Summary and Boring Results ............................................................. 8
B.4.a. Pavement Section ................................................................................................... 8
B.4.b. Subgrade Soils ...................................................................................................... 11
B.5. Groundwater ..................................................................................................................... 13
B.6. Laboratory Test Results ..................................................................................................... 13
B.6.a. Moisture Contents ............................................................................................... 14
B.6.b. Percent Passing the #200 Sieve Tests .................................................................. 14
C. Recommendations ......................................................................................................................... 14
C.1. Discussion .......................................................................................................................... 14
C.1.a. Pavement Reclamation/Reuse ............................................................................. 14
C.1.b. Pavement Subgrades ............................................................................................ 14
C.1.c. Mill and Overlay ................................................................................................... 15
C.2. Mill and Overlay ................................................................................................................ 15
C.3. Utility Repair Areas ............................................................................................................ 17
C.3.a. Engineered Fill Materials and Compaction .......................................................... 17
C.3.b. Corrosion Potential .............................................................................................. 18
C.4. FDR Pavements .................................................................................................................. 18
C.4.a. Subgrade Preparation and Proofrolls ................................................................... 18
C.4.b. Pavement Design Sections ................................................................................... 19
C.4.c. Pavement Materials Placement ........................................................................... 20
D. Procedures...................................................................................................................................... 20
D.1. Ground Penetrating Radar ................................................................................................ 20
D.1.a. GPR Data Collection ............................................................................................. 20
D.1.b. GPR Analysis ......................................................................................................... 20
D.1. Penetration Test Borings ................................................................................................... 20
D.2. Log of Boring Sheets .......................................................................................................... 21
D.3. Material Classification and Testing ................................................................................... 21
D.3.a. Visual and Manual Classification .......................................................................... 21
D.3.b. Laboratory Testing ............................................................................................... 21
D.4. Groundwater Measurements ............................................................................................ 21
D.5. Pavement Cores and Hand Auger Borings ........................................................................ 21
E. Qualifications .................................................................................................................................. 22
E.1. Variations in Subsurface Conditions .................................................................................. 22
E.1.a. Material Strata ..................................................................................................... 22
E.1.b. Groundwater Levels ............................................................................................. 22
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Table of Contents (continued)
E.2. Continuity of Professional Responsibility .......................................................................... 22
E.2.a. Plan Review .......................................................................................................... 22
E.2.b. Construction Observations and Testing ............................................................... 23
E.3. Use of Report..................................................................................................................... 23
E.4. Standard of Care ................................................................................................................ 23
Appendix
Soil Boring and Core Location Sketches
Log of Boring Sheets B-1 to B-13
Descriptive Terminology of Soil
Core Photo Logs
GPR Results Summary
GPR Pavement Thickness Charts
Page 85 of 248
A. Introduction
A.1. Project Description
This Geotechnical Evaluation Report addresses the proposed 2024 Street Rehabilitation Project in
Lakeville, Minnesota. The approximate location can be seen on the Soil Boring Location Sketch in the
Appendix of this report. The project will include variable depth to full depth milling of the existing
pavement, installation of new curb and gutter, storm sewer/water main spot improvements, and new
surfacing. Table 1 provides project details.
Table 1. City of Lakeville 2024 Street Rehabilitation Project (CP 24-02) Description
Project Component Description Source
Pavement rehabilitation
methods
3.2 miles variable depth to full-depth
milling (Areas 1, 2, 3, 9) City of Lakeville; See Figure 1 2.1 miles full-depth reclamation (Areas
4, 5, 6, 7, 8)
New pavement type Bituminous City of Lakeville
Pavement loads (residential) 50,000 to 100,000 Bituminous ESALs* Assumed/typical for residential traffic
Pavement loads
(commercial/state aid)
120,000 ESALs (Jaguar Path)
MnDOT traffic database and ESAL
forecast tool 1,010,000 ESALs (Ipava Ave)
95,000 ESALs (172nd St)
Grade changes Less than 3 feet Assumed
Utilities Storm sewer/water main spot
replacement City of Lakeville
*Equivalent 18,000-lb single axle loads based on 20-year design.
We reference nine areas of the project throughout this report as shown in Figure 1.
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Figure 1. City of Lakeville 2024 CP 24-02 Project Areas
Figures provided by the City of Lakeville.
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We have described our understanding of the proposed construction and site to the extent others reported
it to us. Depending on the extent of available information, we may have made assumptions based on our
experience with similar projects. If we have not correctly recorded or interpreted the project details, the
project team should notify us. New or changed information could require additional evaluation, analyses
and/or recommendations.
A.2. Site Conditions
The streets in the project areas consist mainly of bituminous pavement with concrete curb and gutter. In
the residential project areas, which is most of the project area, the curb and gutter is mostly
surmountable type. Municipal state aid streets serving these residential areas that are part of the project
include 172nd Street (Area 2), Jaguar Path (Area 4), and a small segment of Ipava Avenue (Area 6).
A.3. Purpose
The purpose of our geotechnical evaluation was to characterize subsurface geologic or pavement
material conditions at selected exploration locations, evaluate their impact on the project, and provide
recommendations for the design and construction the City of Lakeville 24-02 Street Rehabilitation
Project.
A.4. Background Information and Reference Documents
We reviewed the following information:
Communications with the City of Lakeville regarding the proposed construction, including the
e-mail request for proposal.
A base map of the project area provided by the City of Lakeville.
Geologic map C-06 Geologic Atlas of Dakota County, Minnesota prepared by the Minnesota
Geological Survey, dated 1990.
Aerial imagery of the site available from Google Earth.
MnDOT Traffic Data website
(https://mndot.maps.arcgis.com/apps/webappviewer/index.html?id=7b3be07daed84e7fa17
0a91059ce63bb).
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A.5. Scope of Services
We performed our scope of services for the project in accordance with our Proposal for a geotechnical
evaluation to the City of Lakeville, dated July 12, 2023. The following list describes the geotechnical tasks
completed in accordance with our authorized scope of services.
Reviewing the background information and reference documents previously cited.
Staking and clearing the exploration location of underground utilities. We selected and
staked the new exploration locations. We acquired the surface elevations and locations with
GPS technology using the State of Minnesota’s permanent GPS base station network. The
Soil Boring Location Sketch included in the Appendix shows the approximate locations of the
borings.
Performing ground penetrating radar (GPR) in both directions on each project street.
Performing standard penetration test borings, denoted as B-1 to B-13, to nominal depths of 5
to 10 feet below grade. The soil borings were performed primarily in areas of the project
proposed for FDR or spot utility work. One proposed boring, B-14, could not be drilled due to
utility and access restrictions.
Extracting cores in 30 locations and performing shallow hand auger borings to measure
aggregate base thickness and extracting 10 companion cores to the mainline cores at
pavement edges. We increased the number of cores to 34 at the request of the City during
review of locations.
Performing laboratory testing on select samples to aid in soil classification and engineering
analysis.
Preparing this report containing a boring location sketch, logs of soil borings, a summary of
the soils encountered, GPR thickness results, pavement core results, results of laboratory
tests, and recommendations for pavement subgrade preparation, pavement reclamation,
pavement milling, and pavement thickness design.
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Our scope of services did not include environmental services or testing, and we did not train the
personnel performing this evaluation to provide environmental services or testing. We can provide these
services or testing at your request.
B. Results
B.1. Geologic Overview
Our references and experience in the area suggest the subgrade soils will be a wide-ranging mix of glacial
till and outwash, depending on the location of the project, with possible lacustrine (lakebed) soils present
near the margins of Lake Marion.
We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and
available common knowledge of the geological history of the site. Because of the complex depositional
history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the
geologic history for the site.
B.2. Ground Penetrating Radar
We collected GPR data in August 2023 prior to completing soil borings and pavement cores. The tables
and sketches provided with this report summarize the pavement layer thicknesses interpretations from
GPR.
A second layer (probable aggregate base) was sometimes not visible in the GPR scans, i.e. it was difficult to
identify as a distinct layer. On some segments, a second layer could not be identified at all. However, a lack
of a visible second layer in the GPR scan does not imply an absence of one within the pavement section.
The tables in Section B.4 provide average thicknesses for each layer for each street segment indicated.
Thickness will vary from these averages; consult the provided and attached GPR summary data for
thickness by point and additional statistical summaries.
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B.3. Cores and Hand Augers
In August 2023, we conducted a subsurface investigation by extracting asphalt pavement cores and
performing hand auger soil borings at 34 locations denoted with an “C” before the core number. Within
each corehole, we extended manual soil borings (hand auger borings) to below the apparent depth of
aggregate base up to 2 feet. Along with these cores, we took 10 companion cores in various locations
throughout the greater project area. These cores were taken adjacent to wheelpath cores near
pavement edges to show variation in core condition across the pavement. The companion cores are
denoted with an “A” next to the core number.
A complete summary of average core and aggregate base measurements is provided in Section B.4.
These tables present averages; individual core thicknesses will vary from these values. Please consult the
photos of each of the cores are included in the Appendix and the detailed GPR data for additional
thickness information.
Core conditions varied. The majority appeared to be in good condition or showed signs of low-severity
stripping. Stripping is the long-term deterioration of the asphalt/aggregate bond in the asphalt material
due to the presence of moisture. Stripping nearly always begins at the bottom of the HMA layer, where it
may be in contact with saturated aggregate or soil and proceeds upward or is otherwise caused in wear
courses by the trapping of moisture beneath an impermeable sealcoat.
Cores showing more severe stripping, debonding or related distresses included those described in the
table below as having moderate/severe stripping or debonding. Cores of particular note are called out in
boldface type.
Table 2. Pavement Core Condition Summary
Area Core Street Start End Condition
Companion
Core Condition
1 C-1 167th Ct W Jaguar Ave CDS Low-severity stripping Low-severity
stripping
1 C-2 Jacamar Way Jackdaw Path 165th St W Good
1 C-3 166th St W Jaguar Ave Jackdaw Path Good Low-severity
stripping
1 C-4 Jackdaw Path Jaguar Ave 165th St W Good
1 C-5 Jackdaw Path Jaguar Ave 165th St W Good Good
2 C-6 172nd St W Ixonia Path Ipswich Way Debonding; moderate severity
stripping
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Area Core Street Start End Condition
Companion
Core Condition
2 C-7 Ipswich Way 172nd St W Ixonia Path Moderate severity stripping Good; possible
material loss
2 C-8 173rd St W Ixonia Path Ipava Ave Moderate severity stripping
2 C-9 Ipswich Way Ixonia Path 172nd St W Moderate severity stripping
High severity
stripping and
material loss
3 C-10 Ketchikan Tr 178th St W Keokuk Ave Good
3 C-11 178th St W Ketchikan Tr Kenyon Ave Good Good
3 C-12 Kenyon Ave 179th St W James Lane Debonding; moderate severity
stripping
3 C-13 Kenyon Ave 179th St W James Lane Moderate severity stripping at
bottom
Low-severity
stripping
4 C-14 Jaguar Path Kenwood
Trail
Upper 178th
St W Good
4 C-15 Jaguar Path Kenwood
Trail
Upper 178th
St W Good
4 C-16 Jarl Ct Jaguar Path CDS Good
4 C-17 Jay Ct Jaguar Path CDS Good
5 C-18 183rd St W Jacquard
Path Jamaica Path Good
5 C-19 Jacquard
Path 183rd St W CDS High severity stripping,
debonding
5 C-20 Jaeger Ct Jacquard
Path CDS Moderate severity stripping
6 C-21 201st St W Ipava Ave Italy Ave Good
6 C-22 Italy Ave 201st St W CDS High severity stripping and
material loss
7 C-23 Kaffan Ct Kensington
Blvd CDS Debonding; moderate
severity stripping
8 C-24 205th St W Holyoke Ave Cemetery Good
9 C-25 Honeycomb
Path 212th St W CDS Moderate severity stripping
Moderate
severity
stripping
9 C-26 Honeycomb
Path 212th St W CDS Low-severity stripping
9 C-27 Hummingbird
Ln
Honeycomb
Path 212th St W Low-severity stripping Low-severity
stripping
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Area Core Street Start End Condition
Companion
Core Condition
9 C-28 Honeycomb
Way 212th St W Honeycomb
Path
High-severity stripping, crack,
debonding
9 C-29 Hyacinth Ave 212th St W Hytrail Cir Good Low-severity
stripping
9 C-30 212th St W Honeycomb
Way Dodd Blvd Good
6 C-31 Ipava Ave 201st St W Kenwood Tr Good
5 C-32 Jambeau Ct Jaeger Path CDS Good
5 C-33 Jacquard Ct Jaeger Path CDS Good
3 C-34 Ketchikan Ct Ketchikan Tr CDS Low-severity stripping
B.4. Pavement Thickness Summary and Boring Results
The pavement thickness and types of soils encountered in the borings are described below. The soils are
generally described in the order they were encountered, i.e., beginning at the pavement surface. Please
reference the Logs of Borings attached in the Appendix for additional details.
B.4.a. Pavement Section Thicknesses
The following tables summarize the average thickness of the bituminous pavement and aggregate base
as estimating using GPR, cores and soil borings for each area. The values are averages and thicknesses
will vary along the roadway; consult the individual logs or GPR segment data for detailed information.
Table 3. Average or Measured Bituminous Thickness Results
Area Street Start End
Cores Borings
Average or Measured Thickness
(in.)
Dir GPR Cores Borings
1
166th St W Jaguar Ave Jackdaw Path EB C-3 4.3 4.0
166th St W Jackdaw
Path Jaguar Ave WB 4.2
167th Ct W Jaguar Ave CDS EB C-1 3.8 3.0
Jacamar Way Jackdaw
Path 165th St W NB C-2 4.7 4.0
Jacamar Way 165th St W Jackdaw Path SB 4.6
Jackdaw Path Jaguar Ave 165th St W EB C-4, C-5 4.2 3.8
Jackdaw Path 165th St W Jaguar Ave WB 4.5
2 172nd St W Ixonia Path Ipswich Way EB C-6 5.0 5.0
172nd St W Ipswich Way Ixonia Path WB 4.8
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Area Street Start End
Cores Borings
Average or Measured Thickness
(in.)
Dir GPR Cores Borings
173rd St W Ixonia Path Ipava Ave EB C-8 5.0 5.0
173rd St W Ipava Ave Ixonia Path WB 4.5
Ipswich Way 172nd St W Ixonia Path WB C-7 4.6 4.0
Ipswich Way Ixonia Path 172nd St W EB C-9 4.6 3.5
3
178th St W Ketchikan Tr Kenyon Ave EB C-11 3.5 3.5
178th St W Kenyon Ave Ketchikan Tr WB 3.5
Kenyon Ave 179th St W James Lane NB C-12, C-13 5.9 5.3
Kenyon Ave James Lane 179th St W SB 6.1
Ketchikan Ct Ketchikan Tr CDS WB C-34 3.8 4.0
Ketchikan Tr 178th St W Keokuk Ave NB C-10 3.6 5.0
Ketchikan Tr Keokuk Ave 178th St W SB 3.9
4
Jaguar Path Kenwood
Trail
Upper 178th St
W NB C-14 B-2 4.0 3.5 3.0
Jaguar Path Upper
178th St W Kenwood Trail SB B-1 4.2 5.0
Jarl Ct Jaguar Path CDS WB C-16 4.2 3.5
Jay Ct Jaguar Path CDS EB C-17 B-3 4.3 4.0 5.0
5
183rd St W Jacquard
Path Jamaica Path WB C-18 3.9 5.5
183rd St W Jamaica
Path Jacquard Path EB 4.2
Jaeger Ct Jacquard
Path CDS EB C-20 3.7 3.5
Jacquard
Path 183rd St W CDS NB C-19 B-4 3.7 4.0 5.0
Jacquard
Path CDS 183rd St W SB B-5 4.0 9.0
Jacquard Ct Jaeger Path CDS EB C-33 3.7 3.5
Jaeger Path 183rd St W 185th St W SB B-6 3.8 6.0
Jaeger Path 185th St W 183rd St W NB B-7 3.7 5.0
Jambeau Ct Jaeger Path CDS EB C-32 3.9 4.0
6
201st St W Ipava Ave Italy Ave WB C-21 3.4 3.5
201st St W Italy Ave Ipava Ave EB B-8 3.6 3.0
Ipava Ave 201st St W Kenwood Tr NB C-31 4.7 4.0
Ipava Ave Kenwood Tr 201st St W SB 4.6
Italy Ave 201st St W CDS NB C-22 B-9 2.4 1.5 2.5
Italy Ave CDS 201st St W SB 2.5
7 Kaffan Ct Kensington
Blvd CDS EB C-23 B-11 4.3 4.0 5.0
8 205th St W Holyoke Ave Cemetery EB C-24 B-13 3.5 2.5 5.0
205th St W Cemetery Holyoke Ave WB B-14 3.6
9 212th St W Honeycomb
Way Dodd Blvd WB C-30 4.2 4.0
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Area Street Start End
Cores Borings
Average or Measured Thickness
(in.)
Dir GPR Cores Borings
212th St W Dodd Blvd Honeycomb
Way EB 4.0
Honeycomb
Path 212th St W CDS C-25, C-26 4.0 3.5
Honeycomb
Way
Honeycomb
Path 212th St W SB 4.0
Honeycomb
Way 212th St W Honeycomb
Path NB C-28 3.8 3.0
Hummingbird
Ln
Honeycomb
Path 212th St W WB C-27 3.7 2.5
Hummingbird
Ln 212th St W Honeycomb
Path EB 3.8
Hyacinth Ave 212th St W Hytrail Cir SB C-29 4.1 3.5
Hyacinth Ave Hytrail Cir 212th St W NB 3.9
Table 4. Average or Measured Apparent Aggregate Base Thickness Results
Area Street Start End
Cores Borings
Average or Measured Thickness
(in.)
Dir GPR Cores Borings
1
166th St W Jaguar Ave Jackdaw Path EB C-3 7.9 6.0
166th St W Jackdaw
Path Jaguar Ave WB 7.0
167th Ct W Jaguar Ave CDS EB C-1 9.3 8.5
Jacamar Way Jackdaw
Path 165th St W NB C-2 6.3 6.0
Jacamar Way 165th St W Jackdaw Path SB 9.2
Jackdaw Path Jaguar Ave 165th St W EB C-4, C-5 8.5 7.8
Jackdaw Path 165th St W Jaguar Ave WB 9.7
2
172nd St W Ixonia Path Ipswich Way EB C-6 6.0 8.0
172nd St W Ipswich Way Ixonia Path WB 6.0
173rd St W Ixonia Path Ipava Ave EB C-8 7.5 14.5
173rd St W Ipava Ave Ixonia Path WB 7.9
Ipswich Way 172nd St W Ixonia Path WB C-7 5.2 4.0
Ipswich Way Ixonia Path 172nd St W EB C-9 4.0 5.5
3
178th St W Ketchikan Tr Kenyon Ave EB C-11 5.6 3.0
178th St W Kenyon Ave Ketchikan Tr WB 7.6
Kenyon Ave 179th St W James Lane NB C-12, C-13 10.3
Kenyon Ave James Lane 179th St W SB
Ketchikan Ct Ketchikan Tr CDS WB C-34 4.0
Ketchikan Tr 178th St W Keokuk Ave NB C-10 5.5 4.5
Ketchikan Tr Keokuk Ave 178th St W SB 6.4
4 Jaguar Path Kenwood
Trail
Upper 178th St
W NB C-14 B-2 6.4 6.0 6.0
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Area Street Start End
Cores Borings
Average or Measured Thickness
(in.)
Dir GPR Cores Borings
Jaguar Path Upper
178th St W Kenwood Trail SB B-1 7.0 7.0
Jarl Ct Jaguar Path CDS WB C-16 6.4 6.0
Jay Ct Jaguar Path CDS EB C-17 B-3 7.5 8.5 6.0
5
183rd St W Jacquard
Path Jamaica Path WB C-18 7.9 12.0
183rd St W Jamaica
Path Jacquard Path EB 8.0
Jaeger Ct Jacquard
Path CDS EB C-20 9.8 7.0
Jacquard
Path 183rd St W CDS NB C-19 B-4 7.6 4.5 8.0
Jacquard
Path CDS 183rd St W SB B-5 7.2 7.0
Jacquard Ct Jaeger Path CDS EB C-33 2.5
Jaeger Path 183rd St W 185th St W SB B-6 8.0
Jaeger Path 185th St W 183rd St W NB B-7 8.3 5.5
Jambeau Ct Jaeger Path CDS EB C-32 5.2 6.0
6
201st St W Ipava Ave Italy Ave WB C-21 5.1 8.0
201st St W Italy Ave Ipava Ave EB B-8 5.6 4.0
Ipava Ave 201st St W Kenwood Tr NB C-31 5.7 3.5
Ipava Ave Kenwood Tr 201st St W SB 6.3
Italy Ave 201st St W CDS NB C-22 B-9 6.2 1.5 7.0
Italy Ave CDS 201st St W SB 6.5
7 Kaffan Ct Kensington
Blvd CDS EB C-23 B-11 8.5 8.5
8 205th St W Holyoke Ave Cemetery EB C-24 B-13 7.7 3.0 10.0
205th St W Cemetery Holyoke Ave WB B-14 7.9
9
212th St W Honeycomb
Way Dodd Blvd WB C-30 6.4 7.0
212th St W Dodd Blvd Honeycomb
Way EB 7.4
Honeycomb
Path 212th St W CDS C-25, C-26 8.2 6.8
Honeycomb
Way
Honeycomb
Path 212th St W SB 7.5
Honeycomb
Way 212th St W Honeycomb
Path NB C-28 9.5 8.0
Hummingbird
Ln
Honeycomb
Path 212th St W WB C-27 9.3 10.0
Hummingbird
Ln 212th St W Honeycomb
Path EB 7.9
Hyacinth Ave 212th St W Hytrail Cir SB C-29 6.9 5.5
Hyacinth Ave Hytrail Cir 212th St W NB 7.3
B.4.b. Aggregate Base and Subgrade Soil Summary
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Table 5. Apparent Aggregate Base and Subgrade Soil Composition from Hand Auger Borings
Area Core
Apparent Aggregate
Base Material
Subgrade Soil Classification (to about 2
feet in depth)
1 C-1 Limestone SP-SM, f-m grained, trace gravel, brown,
moist
1 C-2 Recycled concrete SP-SM, f-m grained, trace gravel, brown,
moist
1 C-3 Limestone SP-SM, f-m grained, trace gravel, brown,
moist
1 C-4 Recycled concrete SP-SM, f-m grained, trace gravel, brown,
moist
1 C-5 Limestone SP-SM, f-m grained, w/gravel, brown,
moist
2 C-6 Limestone SP-SM, f-m grained, w/gravel, brown,
moist
2 C-7 Limestone SM, f-m grained, trace gravel, brown,
moist
2 C-8 Limestone SM, f-m grained, trace gravel, brown,
moist
2 C-9 Limestone SM, f-m grained, trace gravel, brown,
moist
3 C-10 Limestone SM, f-m grained, trace gravel, brown,
moist
3 C-11 Limestone SM, f-m grained, trace gravel, brown,
moist
3 C-12 Sand/gravel SM, f-m grained, trace gravel, brown,
moist
3 C-13 Sand/gravel SM, f-m grained, trace gravel, brown,
moist
4 C-14 Limestone SM, f-m grained, trace gravel, brown,
moist
4 C-15 Limestone SM, f-m grained, trace gravel, brown,
moist
4 C-16 Limestone SP-SM, f-m grained, brown, moist
4 C-17 Limestone SP-SM, f-m grained, w/gravel, brown,
moist
5 C-18 Sand/gravel SM, f-m grained, trace gravel, brown,
moist
5 C-19 Sand/gravel SP-SM, f-m grained, w/gravel, brown,
moist
5 C-20 Recycled asphalt SP, f grained, trace gravel, brown, moist
6 C-21 Limestone SM, f grained, little gravel, brown, moist
6 C-22 Sand/gravel SM, f grained, little gravel, brown, moist
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Area Core
Apparent Aggregate
Base Material
Subgrade Soil Classification (to about 2
feet in depth)
7 C-23 Recycled concrete SP-SM, f-grained, brown, moist
8 C-24 Limestone SM, f-grained, brown, moist
9 C-25 Limestone SP, f-grained, w/gravel, brown, moist
9 C-26 Recycled asphalt SM, f-grained, w/gravel, brown, moist
9 C-27 Limestone SP-SM, f-grained, trace gravel, brown,
moist
9 C-28 Recycled asphalt SM, f-grained, brown, moist
9 C-29 Limestone SP-SM, f-m grained, brown, moist
9 C-30 Limestone SP-SM, f-m grained, brown, moist
6 C-31 Limestone Not identified (refusal/no recovery)
5 C-32 Not identified (refusal/no recovery)
5 C-33 Sand/gravel SP-SM, f-c grained, w/gravel, brown,
moist
3 C-34 Limestone SP-SM, f-c grained, w/gravel, brown,
moist
As shown in Table 5, the hand auger borings mostly encountered poorly graded sand, poorly graded sand
with silt or silty sand below the apparent aggregate base. Given the typical street sections employed by
the city, it is likely this sandy material was placed as a granular subbase over much of the project area.
Penetration test borings encountered similar shallow materials.
Clayey soils, including clayey sand and sandy lean clay, were mostly present below this sandy material, as
was silty sand. Typical blow counts in the clay, which we identified as a mix of fill and native soil, ranged
from 8 to 12.
The Descriptive Terminology of Soil sheet in the Appendix includes definitions of abbreviations used in
this report and on the Log of Boring sheets.
B.5. Groundwater
We did not observe groundwater while advancing our borings. Therefore, it appears that groundwater is
below the depths explored. Project planning should anticipate seasonal and annual fluctuations of
groundwater.
B.6. Laboratory Test Results
The boring logs show the results of laboratory testing we performed next to the tested sample depth.
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B.6.a. Moisture Contents
We performed moisture content (MC) tests (per ASTM D2216) on selected samples to aid in our
classifications and estimations of the materials’ engineering properties. The Log of Boring Sheets attached
in the Appendix present the results of the MC tests in the “MC” column.
B.6.b. Percent Passing the #200 Sieve Tests
We performed tests to evaluate the percent of particles passing the #200 sieve (P200) (per ASTM D1140)
to assist in classification of the granular material. The Log of Boring sheets list the results of P200 tests in
the “Tests or Remarks” column.
C. Recommendations
C.1. Discussion
C.1.a. Pavement Reclamation/Reuse
If pavement materials are to be reused by reclamation, removal, stockpiling, and replacement, a 9 to
10-inch full-depth reclamation (FDR) depth will, based on the measurements from the borings, avoid
subgrade soils through much of the project area. We recommend 10 inches for the residential streets for
the pavement section in Section C.2.c.
An increased FDR depth of up to 12 inches can be used in residential areas without great risk of
incorporating undesirable subgrade materials into the product due to the granular nature of most
subgrades or probable subbase. However, some additional inconsistency should be expected. The
designer and reclaim contractor should review our borings, GPR and core results to evaluate if a greater
reclaim depth appears feasible and to note possible variations that may limit these options. An increased
depth may warrant a change in the pavement section thickness provided below for the streets.
We recommend implementing thorough quality control practices, including frequent sieve analyses, to
achieve a desirable gradation of the reclaimed material. We also suggest that the contractor assume
some contingency for importing clean, crushed rock that can be blended with the reclaimed material to
improve the uniformity of the resulting gradation prior to any direct reuse as an aggregate base.
C.1.b. Pavement Subgrades
Based on the soil boring results, we anticipate the pavement subgrades will mostly consist of poorly
graded sand, poorly graded sand with silt, and silty sand in the upper portions, with clayey portions
below. Very limited clayey sand was present directly below probable aggregate base, while other clayey
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soils encountered on the project were generally 3 or more feet below the pavement surface and are
unlikely to be disturbed by shallow reclamation and grading.
With no grade changes proposed, the subgrade soils present beneath the existing roads will generally be
suitable for pavement support in their current condition. Some soils with higher fine contents, including
silty sands and clayey sands, may need some moisture conditioning and recompaction depending on
conditions at the time of construction.
C.1.c. Mill and Overlay
The streets in the City of Lakeville 2024 project areas generally appear suitable for mill and overlay. This
is based on the core- and GPR-measured thickness, which averaged about 4 inches and was generally
greater than 3 inches, with some exceptions where material loss was present.
The cores were also typically in good material condition. Some companion cores near edges showed
more severe distresses, such as cracking or stripping, than in the adjacent mainline. These locations
would be candidates for full depth mill and overlay or edge mill and overlay to remove the most poor-
quality pavement possible. This was particularly true in Area 2, with some locations in Area 9.
There was also stripping in some of the mainline/wheelpath cores, where full depth or deeper milling
could provide a benefit as described in section B.3. See Table 2 and the attached core photos for
locations where moderate or high severity stripping is described.
A detailed evaluation of pavement surface conditions, which will influence the suitability and service life
of the overlay, was outside of the scope of our evaluation. This will be the primary factor influencing the
performance of the selected rehabilitation option. The risk and additional cost of repairs with additional
milling and/or excavation to reach a suitable surface for overlay placement must also be considered. In
general, this will include areas with surface distresses such as fatigue/alligator distress and edge cracks.
We recommend further reviewing the condition data from the city’s pavement management system for
signs that these types of distresses are prevalent within the project area.
C.2. Mill and Overlay
Milling should proceed per MnDOT Specification 2232, with paving in general accordance with MnDOT
Specification 2360. We recommend a minimum mill depth of 1 1/2 inches for a 1 1/2-inch overlay with
SPWEA240B replacement mix for all streets. Mill and overlay and lift thicknesses should be limited to
2 inches; although a thicker overlay will tend to have a slightly longer service life, the risk of damage to
areas of thin milled pavement increases.
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Some companion cores near edges showed more severe distresses than in the mainline, including in Area 2
most prominently. These locations would be candidates for full depth mill and overlay, or an edge mill that
extends through damaged pavements. This would remove a majority of the poor-quality pavement near
the edge line of the roadway.
The service life of the partial depth overlay, which is typically 10 to 16 years depending on surface
conditions, may be extended through pre-overlay repair of certain severe distresses. This includes severe
longitudinal and transverse cracking, alligator/fatigue cracking of any severity, potholes, and other
similar failures. MnDOT defines these distresses as follows in their surface rating procedure:
High-severity linear cracking: Any crack with significant adjacent random cracking (12 inches
or more apart), large areas of spalling, missing material and/or potholes.
Alligator cracking: A series of interconnected cracks forming many-sided, sharp-angled
pieces, 6 inches or less in size typically located in the wheelpaths or where traffic loads are
concentrated.
We recommend full-depth milling or sawcutting and complete removal of pavements exhibiting these
conditions, recompaction of the exposed soils and replacement with the same thickness of bituminous
materials used for the overlay. We recommend having an experienced engineer walk the milled surface
to delineate areas where further repair may be warranted based on conditions exposed by the milling
process.
All mixes should meet the requirements outlined in MnDOT Specification 2360. We recommend tack coat
meeting MnDOT Specification 2357 be placed between the lifts and along vertical faces where paving will
match adjacent pavement. We recommend Gyratory tests on bituminous mixes to evaluate strength and
air voids, and density tests to evaluate compaction.
Deeper excavations or larger patch areas that penetrate the aggregate base should match the in-place
section that is suggested by the cores and average GPR thicknesses, which will typically be 3 to 4 inches.
For edge cracking or other distressed areas where milling will be performed to the full depth of the in-
place HMA layer, we recommend performing the mill to at least 1 foot beyond the edge of the visible
distress. Patch areas should also be sized to allow for proper compaction of the replacement materials by
the available equipment. We recommend having an engineer review the milled surface and make
recommendations for repair for areas with the poorest surface condition or where the pavement is
damaged by the milling process.
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C.3. Utility Repair Areas
C.3.a. Engineered Fill Materials and Compaction
The on-site soils with an organic content less than 5 percent and free of debris are suitable for reuse as
trench backfill. If imported material is to be used, the table below contains our recommendations for
engineered fill.
Note that similar materials compared to existing should be used to the degree possible. Importing
different soils for backfill may create lenses that could trap water and result in differential frost heave
and other performance issues. If longitudinal transitions between soil types are required, we recommend
tapering them at a rate of 1:20 (vertical:horizontal) or flatter. Transitions in the transverse direction, such
as at intersections, should be at least 1:4 V:H.
Table 6. Engineered Fill Materials*
Locations To Be Used
Engineered Fill
Classification
Possible Soil Type
Descriptions Gradation
Additional
Requirements
Pavement
subbase/drainage layer
Non-frost-susceptible
Embankment and trench
backfill
Utility bedding
(dry or moist
conditions)
Free-draining
Non-frost-
susceptible fill
MnDOT select
granular
GP, GW, SP,
SP-SM, SW
See MnDOT
3149.2.B.2 ---
Utility bedding
(wet, unstable
conditions)*
Coarse aggregate
bedding GP, GW, SP, SW
100% passing 1
1/2-inch sieve
0 to 10% passing
#4 sieve
See MnDOT
3149.G.3
---
Below landscaped
surfaces, where
subsidence is not a
concern
Non-structural fill --- 100% passing 6-
inch sieve < 10% OC
*Thicknesses will vary by condition and alternative materials may be required; consult the geotechnical representative to
evaluate utility excavations.
We recommend spreading engineered fill in loose lifts of approximately 12 inches thick. We recommend
compacting engineered fill in accordance with the criteria presented below.
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Table 7. Compaction Recommendations Summary*
Reference
Relative
Compaction, percent
(ASTM D698 –
Standard Proctor)
Moisture Content Variance from Optimum,
percentage points*
< 12% Passing #200 Sieve
(typically SP, SP-SM)
> 12% Passing #200 Sieve
(typically CL, SC, ML, SM)
Within 3 feet of top of
pavement subgrade 100 ±3 -1 to +3
More than 3 feet below
top of pavement
subgrade
95 ±3 ±3
Below landscaped
surfaces 90 ±5 ±4
*Alternatively, use the penetration index method (MnDOT Specification 2106.3.F.3) for soils with P200 < 20%. Consult MnDOT
2106.3.B.2 for alternative moisture content controls when using Specified Density for soils.
The project documents should not allow the contractor to use frozen material as engineered fill or to
place engineered fill on frozen material. Frost should not penetrate under foundations during
construction.
We recommend performing density tests in engineered fill to evaluate if the contractors are effectively
compacting the soil and meeting project requirements.
C.3.b. Corrosion Potential
We consider the sandy soils present to be non- to slightly corrosive to metallic conduits. If utilities extend
through clay soils, we recommend bedding the utilities in sandy soil free of any clay lumps or
constructing the utilities with non-corrosive materials.
C.4. FDR Pavements
C.4.a. Subgrade Preparation and Proofrolls
After preparing the subgrade as described above and prior to the placement of the sand subbase or
aggregate base, we recommend proofrolling the subgrade soils with a fully loaded tandem-axle truck. We
also recommend having a geotechnical representative observe the proofroll. Areas that fail the proofroll
likely indicate soft or weak soils that will require additional correction work to support pavements.
The contractor should correct areas that display yielding or rutting greater than 1 inch under wheel
traffic during the proofroll, as determined by the geotechnical representative. Possible options for
subgrade correction include moisture conditioning and recompaction, subcutting and replacement with
soil or crushed aggregate, chemical stabilization and/or geotextiles. We recommend performing a second
proofroll after the aggregate base material is in place, and prior to placing bituminous pavement.
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C.4.b. Pavement Design Sections
Our scope of services for this project did not include laboratory tests on subgrade soils to determine an
R-value for pavement design. Given the typical subgrades, which generally included a mix of sandy
subbase and clayey soils in the upper 4 feet, we recommend using a design R-value of 25 for pavement
design on the project.
Based upon the assumed traffic loads and an R-value of 25, we recommend that new pavement sections
include the following materials and thicknesses per the table below.
Table 8. Recommended Bituminous Pavement Thickness Design, FDR segments (all streets)
Layer
Thickness
(inches)
Material
(Specification)
Bituminous wear course 2 SPWEB240C
(MnDOT 2360)
Bituminous non-wear course 2 SPNWB230C
(MnDOT 2360)
Aggregate base 6 Class 5 or Class 6 or Reclaim
(MnDOT 3138)
Approved subgrade --- ---
The above pavement designs is based upon a 20-year performance life. This is the amount of time before
major rehabilitation is anticipated. This performance life assumes maintenance such as seal coating and
crack sealing is routinely performed. The actual pavement life will vary depending on variations in
weather, traffic conditions, and maintenance. These designs are considered the minimum thicknesses for
the anticipated traffic and the structural life may extend well beyond this period, particularly for concrete
pavement.
It is common to place the non-wear course of bituminous and then delay placement of wear course. For
this situation, we recommend evaluating if the reduced pavement section will have sufficient structure to
support construction traffic.
Many conditions affect the overall performance of the pavements. Some of these conditions include the
environment, loading conditions and the level of ongoing maintenance. Regarding bituminous
pavements, it is common to have thermal cracking develop within the first few years of placement and
continue throughout the life of the pavement. We recommend developing a regular maintenance plan
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for filling cracks in pavements to lessen the potential impacts for cold weather distress due to frost heave
or warm weather distress due to wetting and softening of the subgrade.
C.4.c. Pavement Materials Placement
We recommend placing the bituminous wear and non-wear courses to meet the requirements of MnDOT
Specification 2360.
We recommend compacting the aggregate base to meet the requirements of MnDOT Specification
2211.3.D.2.c (Penetration Index Method for the dynamic cone penetrometer [DCP]).
D. Procedures
D.1. Ground Penetrating Radar
D.1.a. GPR Data Collection
GPR data was collected in August 2023. GPR collection occurred at posted speed limits and data was
recorded continuously along each street (scan interval of 1 foot), in both directions of travel except for
cul-de-sac sections. A calibration file, required for data post-processing, was collected at the onset of
testing.
D.1.b. GPR Analysis
Data collected by the GPR unit was returned to our office and analyzed to estimate the pavement
thickness using RADAN 7.0, a software package included with the GSSI RoadScan system. The software
includes tools to delineate pavement layer transitions with thickness estimates based on measured signal
time and amplitude.
Where “ground-truth” data (borings, cores) were performed, the interpreted layers from the GPR scan
were compared directly to the measured thicknesses from the borings to validate the accuracy of the
GPR analysis, with adjustments if necessary to improve accuracy or data clarity.
D.1. Penetration Test Borings
We drilled the penetration test borings with a truck-mounted core and auger drill equipped with hollow-
stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test
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samples at continuous intervals in general accordance with ASTM D1586. The boring logs show the actual
sample intervals and corresponding depths.
D.2. Log of Boring Sheets
The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and
describe the penetrated geologic materials and present the results of penetration resistance tests
performed. The logs also present the results of laboratory tests performed on penetration test samples,
and groundwater measurements.
We inferred strata boundaries from changes in the auger cuttings. The strata boundary depths are only
approximate. The boundary depths likely vary away from the boring locations, and the boundaries
themselves may occur as gradual rather than abrupt transitions.
D.3. Material Classification and Testing
D.3.a. Visual and Manual Classification
We visually and manually classified the geologic materials encountered based on ASTM D2488. When we
performed laboratory classification tests, we used the results to classify the geologic materials in
accordance with ASTM D2487. The Appendix includes a chart explaining the classification system we
used.
D.3.b. Laboratory Testing
The exploration logs in the Appendix note the results of the laboratory tests performed on geologic
material samples. We performed the tests in general accordance with ASTM or AASHTO procedures.
D.4. Groundwater Measurements
The drillers checked for groundwater after auger withdrawal. We then filled the boreholes as noted on
the boring logs.
D.5. Pavement Cores and Hand Auger Borings
We obtained core samples of the pavement using a portable coring machine advancing a 4-inch diameter
core barrel. Immediately after completing the coring, we repaired the bituminous pavement with a cold-
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mix bituminous patch. We measured the cores to obtain approximate bituminous thickness and noted
their material conditions based on visual observation. The Appendix includes images of the cores.
We drilled hand auger borings with a 3-inch-diameter bucket auger. We advanced the borings to the
apparent bottom of aggregate base and measured the thickness of the layers present.
E. Qualifications
E.1. Variations in Subsurface Conditions
E.1.a. Material Strata
We developed our evaluation, analyses, and recommendations from a limited amount of site and
subsurface information. It is not standard engineering practice to retrieve material samples from
exploration locations continuously with depth. Therefore, we must infer strata boundaries and
thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning
should expect the strata to vary in depth, elevation, and thickness away from the exploration locations.
Variations in subsurface conditions present between exploration locations may not be revealed until
performing additional exploration work or starting construction. If future activity for this project reveals
any such variations, you should notify us so that we may reevaluate our recommendations. Such
variations could increase construction costs, and we recommend including a contingency to
accommodate them.
E.1.b. Groundwater Levels
We made groundwater measurements under the conditions reported herein and shown on the
exploration logs and interpreted in the text of this report. Note that the observation periods were
relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall,
flooding, irrigation, seasonal freezing and thawing, surface drainage modifications, and other seasonal
and annual factors.
E.2. Continuity of Professional Responsibility
E.2.a. Plan Review
We based this report on a limited amount of information, and we made several assumptions to help us
develop our recommendations. We should be retained to review the geotechnical aspects of the designs
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and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if
any design changes affect the validity of our recommendations, and if the design and specifications
correctly interpret and implement our recommendations.
E.2.b. Construction Observations and Testing
We recommend retaining us to perform the required observations and testing during construction as
part of the ongoing geotechnical evaluation. This will allow us to correlate the subsurface conditions
exposed during construction with those encountered by the borings and provide professional continuity
from the design phase to the construction phase. If we do not perform observations and testing during
construction, it becomes the responsibility of others to validate the assumption made during the
preparation of this report and to accept the construction-related geotechnical engineer-of-record
responsibilities.
E.3. Use of Report
This report is for the exclusive use of the addressed parties. Without written approval, we assume no
responsibility to other parties regarding this report. Our evaluation, analyses, and recommendations may
not be appropriate for other parties or projects.
E.4. Standard of Care
In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under
similar circumstances by reputable members of its profession currently practicing in the same locality.
No warranty, express or implied, is made.
Page 108 of 248
Appendix
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C3
C2
C5
C1
C4
165TH STREET W.
166TH STREET W.JACK
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AVENUEJACAMA WAYF:\2023\B2307193\CAD\B2307193.dwg,1,9/12/2023 3:58:35 AMbraunintertec.com
952.995.2000
Minneapolis, MN 55438
11001 Hampshire Avenue S
Project No:
B2307193
Drawn By:
Date Drawn:
Checked By:
Last Modified:9/12/23
Drawing No:
Project Information
Drawing Information
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of
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NGL
City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
1 8
N
0
SCALE:1"= 150'
150'75'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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C6
C8
C9
C7
172ND STREET W
173RD STREET W.
IPSWIC
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952.995.2000
Minneapolis, MN 55438
11001 Hampshire Avenue S
Project No:
B2307193
Drawn By:
Date Drawn:
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Last Modified:9/12/23
Drawing No:
Project Information
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of
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City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
2 8
N
0
SCALE:1"= 150'
150'75'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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C10
C13
C12
C11
C34 INTERSTATE 35KENYON AVENUEKEOKUK AVENUEKETCHICAN TRAIL178T
H
S
T
R
E
E
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W
.
17
9
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H
S
T
R
E
E
T
W
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952.995.2000
Minneapolis, MN 55438
11001 Hampshire Avenue S
Project No:
B2307193
Drawn By:
Date Drawn:
Checked By:
Last Modified:9/12/23
Drawing No:
Project Information
Drawing Information
Sheet:
of
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City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
3 8
N
0
SCALE:1"= 200'
200'100'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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B-1
B-2
B-3
B-5
B-4
B-7
B-6KENWOOD TRAIL185TH STREET W.IXONIA AVENUE183RD STREET W.
JAGUAR
PATH
J A Y COURTJAMAI
CA PAT
H
JASPER PATHJAVA TRAILJACQUARD PATHC14
C16
C15
C17
C33
C19
C18
C20
C32
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Minneapolis, MN 55438
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B2307193
Drawn By:
Date Drawn:
Checked By:
Last Modified:9/12/23
Drawing No:
Project Information
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Sheet:
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City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
4 8
N
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
0
SCALE:1"= 300'
300'150'
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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B-9
B-8
B-10
K
E
NW
O
O
D
T
R
A
I
L
IPAVA
AVENUEITALY AVENUE201ST STREET W.
LAKE
MARION
C31
C21
C22
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Minneapolis, MN 55438
11001 Hampshire Avenue S
Project No:
B2307193
Drawn By:
Date Drawn:
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Last Modified:9/12/23
Drawing No:
Project Information
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Sheet:
of
Fig:
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City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
5 8
N
0
SCALE:1"= 150'
150'75'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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JUTLAND PLACEKEARNEY PATHKAFTAN CO
U
R
TKENSINGTON BOULEVARDB-12
B-11 JURA TRAILC23
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B2307193
Drawn By:
Date Drawn:
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Last Modified:9/12/23
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CIP
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Lakeville, Minnesota
Soil Boring
Location Sketch
6 8
N
0
SCALE:1"= 100'
100'50'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
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B-13 B-14
205TH STREET W.
206TH STREET W.HOLYOKE AVENUEHOLT AVENUEHOLLINS AVENUE W.C24
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B2307193
Drawn By:
Date Drawn:
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Sheet:
of
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City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
7 8
N
0
SCALE:1"= 100'
100'50'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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210TH STREET
211TH STREET
212TH STREET
HUMMINGBIRD LANE HONEYCOMB PATHHYACINTH AVENEUEDODD ROADHYTRAIL CIRCLEIBIS AVENUEHONEYCOMB WAYC30
C29
C27
C25
C26
C28
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B2307193
Drawn By:
Date Drawn:
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City of Lakeville 2024
CIP
24-02 City Project Areas
Lakeville, Minnesota
Soil Boring
Location Sketch
8 8
N
0
SCALE:1"= 200'
200'100'
DENOTES APPROXIMATE LOCATION OF
CPT SOUNDING
DENOTES APPROXIMATE LOCATION OF
STANDARD PENETRATION TEST BORING
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Elev./
Depth
ft
1091.3
1.0
1088.3
4.0
1086.3
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 5 inches of bituminous over 7
inches of apparent aggregate base
FILL: SILTY SAND (SM), fine to coarse-
grained, with Gravel, light brown, moist
CLAYEY SAND (SC), with Gravel, brown, moist
(POSSIBLE FILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
7-10-32
(42)
18"
5-4-6
(10)
15"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-1
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:177969 EASTING:510242
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1092.3 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-1 page 1 of 1DRAFT
Page 118 of 248
Elev./
Depth
ft
1104.9
0.8
1099.7
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 3 inches of bituminous over 6
inches of apparent aggregate base
CLAYEY SAND (SC), brown, moist, very stiff to
hard (GLACIAL TILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
5-8-13
(21)
12"
9-12-18
(30)
18"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-2
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:178864 EASTING:510380
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1105.7 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-2 page 1 of 1DRAFT
Page 119 of 248
Elev./
Depth
ft
1112.0
0.9
1106.9
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 5 inches of bituminous over 6
inches of apparent aggregate base
FILL: SANDY LEAN CLAY (CL), brown, moist
With Gravel at 5 feet
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
2-4-5
(9)
16"
8-7-7
(14)
10"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-3
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:178592 EASTING:510994
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1112.9 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-3 page 1 of 1DRAFT
Page 120 of 248
Elev./
Depth
ft
1131.3
1.1
1126.4
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 5 inches of bituminous over 8
inches of apparent aggregate base
CLAYEY SAND (SC), with Gravel, Clay lenses,
brown, moist, medium to stiff (GLACIAL TILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
2-3-5
(8)
14"
3-4-6
(10)
16"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-4
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:177537 EASTING:512406
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1132.4 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-4 page 1 of 1DRAFT
Page 121 of 248
Elev./
Depth
ft
1151.3
1.3
1146.6
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 9 inches of bituminous over 7
inches of apparent aggregate base
SILTY SAND (SM), with Gravel, brown, moist,
medium dense (GLACIAL TILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
6-14-12
(26)
16"
13-7-10
(17)
16"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-5
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:178085 EASTING:512132
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1152.6 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-5 page 1 of 1DRAFT
Page 122 of 248
Elev./
Depth
ft
1088.9
1.2
1084.1
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 6 inches of bituminous over 8
inches of apparent aggregate base
SANDY LEAN CLAY (CL), brown, moist
(POSSIBLE FILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
2-5-4
(9)
16"
5-5-6
(11)
17"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-6
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:176620 EASTING:512145
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1090.1 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-6 page 1 of 1DRAFT
Page 123 of 248
Elev./
Depth
ft
1110.2
0.9
1105.1
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 5 inches of bituminous over 5 1/2
inches of apparent aggregate base
SANDY LEAN CLAY (CL), with Gravel, brown
to gray, moist, medium to stiff (GLACIAL TILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
3-7-6
(13)
15"
3-4-6
(10)
15"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-7
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:177227 EASTING:512165
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1111.1 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-7 page 1 of 1DRAFT
Page 124 of 248
Elev./
Depth
ft
990.1
0.6
984.7
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 3 inches of bituminous over 4
inches of apparent aggregate base
FILL: SILTY SAND (SM), fine to coarse-
grained, with Gravel, dark brown, moist
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
3-4-4
(8)
16"
3-3-3
(6)
18"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-8
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:167848 EASTING:514260
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:990.7 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-8 page 1 of 1DRAFT
Page 125 of 248
Elev./
Depth
ft
984.6
0.8
980.4
5.0
974.4
11.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 2 inches of bituminous over 8
inches of apparent aggregate base
FILL: SILTY, CLAYEY SAND (SC-SM), dark
brown, moist
POORLY GRADED SAND with SILT (SP-SM),
fine to medium-grained, little Gravel, brown,
moist, loose to medium dense (GLACIAL
OUTWASH)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
6-10-7
(17)
4"
6-5-6
(11)
17"
3-2-3
(5)
18"
3-3-3
(6)
17"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-9
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:168206 EASTING:513716
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:985.4 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-9 page 1 of 1DRAFT
Page 126 of 248
Elev./
Depth
ft
983.9
0.8
978.7
6.0
973.7
11.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 3 inches of bituminous over 6
inches of apparent aggregate base
FILL: SILTY SAND (SM), fine to medium-
grained, slightly organic, black and dark brown,
moist
POORLY GRADED SAND (SP), medium to
coarse-grained, Clay lenses, light brown, moist,
loose (GLACIAL OUTWASH)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
3-3-4
(7)
15"
5-3-4
(7)
18"
3-3-4
(7)
17"
3-3-3
(6)
18"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-10
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:167872 EASTING:513717
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:984.7 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-10 page 1 of 1DRAFT
Page 127 of 248
Elev./
Depth
ft
1062.1
1.1
1059.2
4.0
1052.2
11.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 5 1/2 inches of bituminous over 8
inches of apparent aggregate base
FILL: CLAYEY SAND (SC), brown, moist
CLAYEY SAND (SC), brown, moist, stiff
(GLACIAL TILL)
Boulder at 7 feet
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
2-5-9
(14)
6"
3-5-4
(9)
18"
3-5-6
(11)
18"
4-5-7
(12)
18"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-11
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:165200 EASTING:508506
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1063.2 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-11 page 1 of 1DRAFT
Page 128 of 248
Elev./
Depth
ft
1050.1
1.1
1047.2
4.0
1045.2
6.0
1040.2
11.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 4 1/2 inches of bituminous over 9
inches of apparent aggregate base
FILL: SANDY LEAN CLAY (CL), brown, moist
CLAYEY SAND (SC), with Gravel, brown to
black, moist, stiff (GLACIAL TILL)
Boulder/Gravel at 5 feet
CLAYEY SAND (SC), light brown, moist, soft to
stiff (GLACIAL TILL)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
4-5-6
(11)
16"
11-8-7
(15)
4"
3-2-2
(4)
15"
3-3-5
(8)
8"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-12
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:165096 EASTING:508249
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:1051.2 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-12 page 1 of 1DRAFT
Page 129 of 248
Elev./
Depth
ft
969.1
1.3
966.4
4.0
964.4
6.0 WaterLevelDescription of Materials
(Soil-ASTM D2488 or 2487; Rock-USACE EM
1110-1-2908)
PAVEMENT, 5 inches of bituminous over 10
inches of apparent aggregate base
FILL: CLAYEY SAND (SC), with Gravel, dark
brown, moist
POORLY GRADED SAND (SP), fine to
medium-grained, brown, moist, medium dense
(GLACIAL OUTWASH)
END OF BORING
Boring then backfilled with auger cuttings
5
10
15 SampleBlows
(N-Value)
Recovery
4-5-6
(11)
16"
6-8-10
(18)
16"
qₚ
tsf
MC
%Tests or Remarks
Water not observed while
drilling.
LOG OF BORING
See Descriptive Terminology sheet for explanation of abbreviations
Project Number B2307193
Geotechnical Evaluation
City of Lakeville 2024 CIP
24-02 Project Areas
Lakeville, Minnesota
BORING:B-13
LOCATION:
DATUM:NAD 1983 HARN Adj MN Dakota (US Feet)
NORTHING:165823 EASTING:519513
DRILLER:S. Hull LOGGED BY:N. Lund START DATE:08/18/23 END DATE:08/18/23
SURFACE
ELEVATION:970.4 ft RIG:75011 METHOD:3 1/4" HSA SURFACING:Bituminous WEATHER:Sunny
B2307193 Braun Intertec Corporation Print Date:09/21/2023 B-13 page 1 of 1DRAFT
Page 130 of 248
Descriptive Terminology of Soil
Based on Standards ASTM D2487/2488
(Unified Soil Classification System)
Group
Symbol Group NameB
Cu ≥ 4 and 1 ≤ Cc ≤ 3D GW Well‐graded gravelE
Cu < 4 and/or (Cc < 1 or Cc > 3)D GP Poorly graded gravelE
Fines classify as ML or MH GM Silty gravelE F G
Fines Classify as CL or CH GC Clayey gravelE F G
Cu ≥ 6 and 1 ≤ Cc ≤ 3D SW Well‐graded sandI
Cu < 6 and/or (Cc < 1 or Cc > 3)D SP Poorly graded sandI
Fines classify as ML or MH SM Silty sandF G I
Fines classify as CL or CH SC Clayey sandF G I
CL Lean clayK L M
PI < 4 or plots below "A" lineJ ML SiltK L M
Organic OL
CH Fat clayK L M
MH Elastic siltK L M
Organic OH
PT Peat Highly Organic Soils
Silts and Clays
(Liquid limit less than
50)
Silts and Clays
(Liquid limit 50 or
more)
Primarily organic matter, dark in color, and organic odor
Inorganic
Inorganic
PI > 7 and plots on or above "A" lineJ
PI plots on or above "A" line
PI plots below "A" line
Criteria for Assigning Group Symbols and
Group Names Using Laboratory TestsA
Soil Classification
Coarse‐grained Soils (more than 50% retained on No. 200 sieve)Fine‐grained Soils (50% or more passes the No. 200 sieve) Sands
(50% or more coarse
fraction passes No. 4
sieve)
Clean Gravels
(Less than 5% finesC)
Gravels with Fines
(More than 12% finesC)
Clean Sands
(Less than 5% finesH)
Sands with Fines
(More than 12% finesH)
Gravels
(More than 50% of
coarse fraction
retained on No. 4
sieve)
Liquid Limit − oven dried
Liquid Limit − not dried <0.75 Organic clay K L M N
Organic silt K L M O
Liquid Limit − oven dried
Liquid Limit − not dried <0.75 Organic clay K L M P
Organic silt K L M Q
ParticleSize Identification
Boulders.............. over 12"
Cobbles................ 3" to 12"
Gravel
Coarse............. 3/4" to 3" (19.00 mm to 75.00 mm)
Fine................. No. 4 to 3/4" (4.75 mm to 19.00 mm)
Sand
Coarse.............. No. 10 to No. 4 (2.00 mm to 4.75 mm)
Medium........... No. 40 to No. 10 (0.425 mm to 2.00 mm)
Fine.................. No. 200 to No. 40 (0.075 mm to 0.425 mm)
Silt........................ No. 200 (0.075 mm) to .005 mm
Clay...................... < .005 mm
Relative ProportionsL, M
trace............................. 0 to 5%
little.............................. 6 to 14%
with.............................. ≥ 15%
Inclusion Thicknesses
lens............................... 0 to 1/8"
seam............................. 1/8" to 1"
layer.............................. over 1"
Apparent Relative Density of Cohesionless Soils
Very loose ..................... 0 to 4 BPF
Loose ............................ 5 to 10 BPF
Medium dense.............. 11 to 30 BPF
Dense............................ 31 to 50 BPF
Very dense.................... over 50 BPF
A. Based on the material passing the 3‐inch (75‐mm) sieve.
B. If field sample contained cobbles or boulders, or both, add "with cobbles or boulders,
or both" to group name.
C. Gravels with 5 to 12% fines require dual symbols:
GW‐GM well‐graded gravel with silt
GW‐GC well‐graded gravel with clay
GP‐GM poorly graded gravel with silt
GP‐GC poorly graded gravel with clay
D. Cu = D60 / D10 Cc = 𝐷30 2 / ሺ𝐷10 𝑥 𝐷60)
E. If soil contains ≥ 15% sand, add "with sand" to group name.
F. If fines classify as CL‐ML, use dual symbol GC‐GM or SC‐SM.
G. If fines are organic, add "with organic fines" to group name.
H. Sands with 5 to 12% fines require dual symbols:
SW‐SM well‐graded sand with silt
SW‐SC well‐graded sand with clay
SP‐SM poorly graded sand with silt
SP‐SC poorly graded sand with clay
I. If soil contains ≥ 15% gravel, add "with gravel" to group name.
J. If Atterberg limits plot in hatched area, soil is CL‐ML, silty clay.
K. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is
predominant.
L. If soil contains ≥ 30% plus No. 200, predominantly sand, add “sandy” to group name.
M. If soil contains ≥ 30% plus No. 200 predominantly gravel, add “gravelly” to group name.
N. PI ≥ 4 and plots on or above “A” line.
O. PI < 4 or plots below “A” line.
P. PI plots on or above “A” line.
Q. PI plots below “A” line.
Laboratory Tests
DD Dry density,pcf qp Pocket penetrometer strength, tsf
WD Wet density, pcf qU Unconfined compression test, tsf
P200 % Passing #200 sieve LL Liquid limit
MC Moisture content, %PL Plastic limit
OC Organic content, %PI Plasticity index
Consistency of Blows Approximate Unconfined
Cohesive Soils Per Foot Compressive Strength
Very soft................... 0 to 1 BPF................... < 0.25 tsf
Soft........................... 2 to 4 BPF................... 0.25 to 0.5 tsf
Medium.................... 5to 8 BPF .................. 0.5 to 1 tsf
Stiff........................... 9 to 15 BPF................. 1 to 2 tsf
Very Stiff................... 16 to 30 BPF............... 2 to 4 tsf
Hard.......................... over 30 BPF................ > 4 tsf
Drilling Notes:
Blows/N‐value: Blows indicatethe driving resistance recorded
for each 6‐inch interval. The reported N‐value is the blows per
foot recorded by summing the second and third interval in
accordance with the Standard Penetration Test, ASTM D1586.
PartialPenetration:If the sampler could not be driven
through a full 6‐inch interval, the number of blows for that
partial penetration is shown as #/x" (i.e. 50/2"). The N‐value is
reported as "REF" indicating refusal.
Recovery: Indicates the inches of sample recovered from the
sampled interval. For a standard penetration test, full recovery
is 18", and is 24" for a thinwall/shelby tube sample.
WOH: Indicates the sampler penetrated soil under weight of
hammer and rods alone; driving not required.
WOR: Indicates the sampler penetrated soil under weight of
rods alone; hammer weight and driving not required.
Water Level: Indicates the water level measured by the
drillers either while drilling ( ), at the end of drilling ( ),
or at some time after drilling ( ).
Moisture Content:
Dry:Absence of moisture, dusty, dry to the touch.
Moist: Damp but no visible water.
Wet: Visible free water, usually soil is below water table.
5/2021
Page 131 of 248
GPR Summary Results
Lakeville Project 24-02 Street Rehab
B2307193
September 2023
HMA Probable aggregate base/second layer
Area Segment Length (ft)Street Start End Direction Average Std Dev Min Max 10th Pctle Average Std Dev Min Max 10th Pctle
1 166th St W (Jaguar Ave - Jackdaw Path) (EB)1613 166th St W Jaguar Ave Jackdaw Path EB 4.3 0.6 0.5 7.3 3.6 7.9 2.2 0.8 15.7 5.4
1 166th St W (Jackdaw Path - Jaguar Ave) (WB)1632 166th St W Jackdaw Path Jaguar Ave WB 4.2 0.6 2.7 6.7 3.6 7.0 1.8 2.7 14.4 4.9
1 167th Ct W (Jaguar Ave - CDS) (EB)257 167th Ct W Jaguar Ave CDS EB 3.8 0.5 2.8 5.5 3.2 9.3 1.1 6.7 12.7 8.2
1 Jacamar Way (Jackdaw Path - 165th St W) (NB)500 Jacamar Way Jackdaw Path 165th St W NB 4.7 0.7 3.6 7.1 3.9 6.3 1.4 3.2 10.1 4.5
1 Jacamar Way (165th St W - Jackdaw Path) (SB)510 Jacamar Way 165th St W Jackdaw Path SB 4.6 0.7 3.1 6.4 3.8 9.2 1.3 3.2 12.1 7.7
1 Jackdaw Path (Jaguar Ave - 165th St W) (EB)1656 Jackdaw Path Jaguar Ave 165th St W EB 4.2 0.6 2.0 6.6 3.5 8.5 1.2 5.7 12.0 7.0
1 Jackdaw Path (165th St W - Jaguar Ave) (WB)1642 Jackdaw Path 165th St W Jaguar Ave WB 4.5 0.8 0.8 7.1 3.6 9.7 2.0 5.1 16.6 7.1
2 172nd St W (Ixonia Path - Ipswich Way) (EB)1228 172nd St W Ixonia Path Ipswich Way EB 5.0 1.0 2.8 9.1 3.7 6.0 1.3 2.4 9.7 4.4
2 172nd St W (Ipswich Way - Ixonia Path) (WB)1240 172nd St W Ipswich Way Ixonia Path WB 4.8 0.7 2.3 7.8 4.1 6.0 1.2 2.5 9.9 4.5
2 173rd St W (Ixonia Path - Ipava Ave) (EB)1203 173rd St W Ixonia Path Ipava Ave EB 5.0 0.8 0.9 8.6 4.2 7.5 1.7 3.3 11.8 5.0
2 173rd St W (Ipava Ave - Ixonia Path) (WB)1192 173rd St W Ipava Ave Ixonia Path WB 4.5 0.4 2.5 6.7 4.0 7.9 1.4 4.5 11.1 5.8
2 Ipswich Way (172nd St W - Ixonia Path) (WB)1285 Ipswich Way 172nd St W Ixonia Path WB 4.6 0.6 2.2 7.0 3.8 5.2 0.9 3.2 8.7 4.1
2 Ipswich Way (Ixonia Path - 172nd St W) (EB)1341 Ipswich Way Ixonia Path 172nd St W EB 4.6 0.7 3.2 6.9 3.9 4.0 0.9 1.6 6.7 3.0
3 178th St W (Ketchikan Tr - Kenyon Ave) (EB)789 178th St W Ketchikan Tr Kenyon Ave EB 3.5 0.4 2.3 5.0 3.0 5.6 1.0 2.9 8.3 4.2
3 178th St W (Kenyon Ave - Ketchikan Tr) (WB)806 178th St W Kenyon Ave Ketchikan Tr WB 3.5 0.5 0.6 6.8 3.0 7.6 0.9 1.4 10.0 6.4
3 Kenyon Ave (179th St W - James Lane) (NB)1510 Kenyon Ave 179th St W James Lane NB 5.9 0.7 3.4 8.3 4.9
3 Kenyon Ave (James Lane - 179th St W) (SB)1441 Kenyon Ave James Lane 179th St W SB 6.1 0.6 4.2 8.2 5.4
3 Ketchikan Ct (Ketchikan Tr - CDS) (WB)151 Ketchikan Ct Ketchikan Tr CDS WB 3.8 0.5 2.8 5.3 3.2
3 Ketchikan Tr (178th St W - Keokuk Ave) (NB)1484 Ketchikan Tr 178th St W Keokuk Ave NB 3.6 0.4 0.9 5.7 3.1 5.5 1.3 1.8 9.6 3.8
3 Ketchikan Tr (Keokuk Ave - 178th St W) (SB)1235 Ketchikan Tr Keokuk Ave 178th St W SB 3.9 0.4 1.6 5.7 3.5 6.4 1.3 3.8 10.5 4.7
4 Jaguar Path (Kenwood Trail - Upper 178th St W) (NB)1965 Jaguar Path Kenwood Trail Upper 178th St W NB 4.0 0.6 2.8 6.4 3.4 6.4 1.3 2.4 10.0 4.3
4 Jaguar Path (Upper 178th St W - Kenwood Trail) (SB)1995 Jaguar Path Upper 178th St W Kenwood Trail SB 4.2 0.6 1.5 6.6 3.6 7.0 1.1 4.8 10.8 5.7
4 Jarl Ct (Jaguar Path - CDS) (WB)529 Jarl Ct Jaguar Path CDS WB 4.2 0.7 2.4 6.2 3.2 6.4 1.1 3.8 9.0 5.1
4 Jay Ct (Jaguar Path - CDS) (EB)1032 Jay Ct Jaguar Path CDS EB 4.3 0.8 0.5 7.1 3.3 7.5 0.7 5.7 10.7 6.6
5 183rd St W (Jacquard Path - Jamaica Path) (WB)371 183rd St W Jacquard Path Jamaica Path WB 3.9 0.9 0.6 6.5 3.0 7.9 1.2 1.5 13.5 6.6
5 183rd St W (Jamaica Path - Jacquard Path) (EB)398 183rd St W Jamaica Path Jacquard Path EB 4.2 0.6 3.0 6.0 3.5 8.0 1.1 5.2 10.8 6.3
5 Jaeger Ct (Jacquard Path - CDS) (EB)268 Jaeger Ct Jacquard Path CDS EB 3.7 0.4 2.4 4.9 3.1 9.8 0.7 8.2 11.5 9.0
5 Jacquard Path (183rd St W - CDS) (NB)1136 Jacquard Path 183rd St W CDS NB 3.7 0.4 2.7 5.4 3.2 7.6 1.5 3.5 11.3 5.9
5 Jacquard Path (CDS - 183rd St W) (SB)1089 Jacquard Path CDS 183rd St W SB 4.0 0.4 0.3 6.3 3.5 7.2 1.5 4.4 11.7 5.1
5 Jacquard Ct (Jaeger Path - CDS) (EB)218 Jacquard Ct Jaeger Path CDS EB 3.7 0.5 2.6 4.8 3.1
5 Jaeger Path (183rd St W - 185th St W) (SB)980 Jaeger Path 183rd St W 185th St W SB 3.8 0.5 2.5 5.7 3.2
5 Jaeger Path (185th St W - 183rd St W) (NB)990 Jaeger Path 185th St W 183rd St W NB 3.7 0.4 2.6 5.3 3.2 8.3 1.1 5.7 10.9 7.0
5 Jambeau Ct (Jaeger Path - CDS) (EB)174 Jambeau Ct Jaeger Path CDS EB 3.9 0.5 0.8 5.3 3.4 5.2 0.7 3.7 7.2 4.4
6 201st St W (Ipava Ave - Italy Ave) (WB)726 201st St W Ipava Ave Italy Ave WB 3.4 0.6 2.0 5.3 2.5 5.1 1.6 2.2 9.7 3.1
6 201st St W (Italy Ave - Ipava Ave) (EB)758 201st St W Italy Ave Ipava Ave EB 3.6 1.1 2.1 6.9 2.5 5.6 1.0 2.3 9.2 4.3
6 Ipava Ave (201st St W - Kenwood Tr) (NB)551 Ipava Ave 201st St W Kenwood Tr NB 4.7 0.4 3.4 6.5 4.3 5.7 1.5 2.8 9.3 3.5
6 Ipava Ave (Kenwood Tr - 201st St W) (SB)566 Ipava Ave Kenwood Tr 201st St W SB 4.6 0.4 3.5 5.7 4.1 6.3 1.4 2.9 9.0 4.2
6 Italy Ave (201st St W - CDS) (NB)410 Italy Ave 201st St W CDS NB 2.4 0.9 1.4 5.5 1.7 6.2 1.1 3.5 9.6 4.9
6 Italy Ave (CDS - 201st St W) (SB)409 Italy Ave CDS 201st St W SB 2.5 0.8 1.0 5.2 1.8 6.5 1.3 4.0 10.0 4.9
7 Kaffan Ct (Kensington Blvd - CDS) (EB)561 Kaffan Ct Kensington Blvd CDS EB 4.3 0.9 2.9 7.6 3.4
8 205th St W (Holyoke Ave - Cemetery) (EB)1240 205th St W Holyoke Ave Cemetery EB 3.5 0.8 1.5 6.6 2.5 7.7 2.3 2.9 15.9 5.3
8 205th St W (Cemetery - Holyoke Ave) (WB)1237 205th St W Cemetery Holyoke Ave WB 3.6 1.1 1.5 6.7 2.4 7.9 2.6 2.4 17.9 4.5
9 212th St W (Honeycomb Way - Dodd Blvd) (WB)1651 212th St W Honeycomb Way Dodd Blvd WB 4.2 0.5 2.9 6.3 3.6 6.4 1.4 1.8 10.3 4.8
9 212th St W (Dodd Blvd - Honeycomb Way) (EB)1657 212th St W Dodd Blvd Honeycomb Way EB 4.0 0.6 2.4 6.0 3.3 7.4 1.5 3.3 14.0 5.5
9 Honeycomb Path (212th St W - CDS) ()980 Honeycomb Path 212th St W CDS 4.0 0.4 2.6 5.5 3.5 8.2 1.0 5.0 10.8 6.7
9 Honeycomb Way (Honeycomb Path - 212th St W) (SB)1033 Honeycomb Way Honeycomb Path 212th St W SB 4.0 0.4 3.1 5.8 3.5 7.5 0.7 5.5 10.4 6.6
9 Honeycomb Way (212th St W - Honeycomb Path) (NB)779 Honeycomb Way 212th St W Honeycomb Path NB 3.8 0.5 0.3 5.5 3.3 9.5 1.2 7.0 12.5 7.8
9 Hummingbird Ln (Honeycomb Path - 212th St W) (WB)900 Hummingbird Ln Honeycomb Path 212th St W WB 3.7 0.4 2.7 5.0 3.2 9.3 1.2 6.1 12.3 7.4
9 Hummingbird Ln (212th St W - Honeycomb Path) (EB)874 Hummingbird Ln 212th St W Honeycomb Path EB 3.8 0.4 2.9 5.8 3.4 7.9 1.3 4.8 12.0 6.2
9 Hyacinth Ave (212th St W - Hytrail Cir) (SB)282 Hyacinth Ave 212th St W Hytrail Cir SB 4.1 0.5 3.1 6.4 3.5 6.9 1.2 4.3 9.4 5.1
9 Hyacinth Ave (Hytrail Cir - 212th St W) (NB)259 Hyacinth Ave Hytrail Cir 212th St W NB 3.9 0.4 3.1 5.3 3.5 7.3 0.9 5.4 9.7 6.3
Page 132 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Appendix
Appendix E
Public Response Log
Page 133 of 248
Comment No.Resident Name Resident Address Phone Date Received Comment
1
Italy Avenue/201st Street
West Neighborhood
Residents
Italy Avenue/201st Street
West Neighborhood 8/2/2023
Primary comments/concerns from last nights meeting from residents in this neighborhood were: Standing water on
road during rain events, water quality going into the lake, street width and emergency services access, road width
taper going west towards Italy is very abrupt, most liked the idea of concrete curb but did not want to see their yards
impacted, right of way lines shown on the map are incorrect, requested we search for grants/funding to help with
assessments and ADA improvements, wanted to see larger parcels treated as multiple units for assessment
calculations, concerns of what the DNR would allow in terms of stormwater improvements, requested the sediment
basin which was created long ago at corner of 201st and Italy be dug out, wanted to see no on street parking for folks
using SUP's and kayaks, motorized vehicles using the bituminous path to 199th st, insufficient base underneath Italy
ave, and flooding/ice build up in spring thaws.
2 Mary M Smith 20075 Italy Ave marymsmith2@gmail.com 8/3/2023 Will residents on Italy Ave be assessed? When will we have access to the design? Will there be road/bike path
improvements.
3 Jerry Olownia 20079 Italy Ave jerry.olownia@gmail.com 8/1/2023
Will the reconstruction of Italy Avenue include the following: widening the street, adding curbs, proper lighting and
installing proper street draining system as at this point, we have no draining/sewage system on the street. Every
spring for 3-4 weeks I have almost no access by foot to my house from the street as melting snow creates standing
water in front of our driveway. This also happens temporarily when we have heavy rain throughout the year.
4 Rick Ringeisen 20085 Italy Ave ringer@mshsca.org 7/11/2023 Resident and City staff had a back and forth email exchange discussing the project and Italy Ave history from the
resident back to 1960.
Public Response Log
2024 Street Reconstruction Project
Page 134 of 248
Feasibility Report
2024 Street Reconstruction Project
C.P. 24-02
City of Lakeville, MN
WSB Project No. 023290-000 Appendix
Appendix F
Stormwater Capacity A nalyis F igures
Page 135 of 248
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#JAG U AR P A T H
45AA001
45AP014
45AP013 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 40 feet
0 40
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
12-inch Existing Pipe
Fails at 10-year event in Rational Calculation
Headwater 3.5 feet below structure rim in
10-year event
Head pushes water through pipe, capacity
doesn't appear to be an issue
Water coming in at 4.14 cfs
Ponds on catchbasin up to 0.383 feet in
the 3-year event, would spread 15 feet
across the roadway
Recommend adding adjacent catchbasin
Page 136 of 248
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#JARL CT
44BP019 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 30 feet
0 30
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
Water coming in at 3.19 cfs
Ponds on catchbasin up to 0.32 feet in
the 3-year event, would spread 12.5 feet
across the roadway
Page 137 of 248
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183RD ST W
JAEGER CT
J A C Q U A R D P A T H
JAEGER PATH45AA023
45AC046
45AC045
45AP027
45AM011 45AP028
45AP026
45AP025
45AC051
45AC050
45AC04745AM012
45AM010 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 60 feet
0 60
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
Water coming in at 3.57 cfs
Ponds on catchbasin up to 0.348 feet in the
3-year event, would spread 13.6 feet across
the roadway
Recommend adding adjacent catchbasin
12-inch Existing Pipe
Fails at 2-year event in Rational Calculation
Headwater 0.6 feet below structure rim in
10-year event
Head pushes water through pipe, capacity
doesn't appear to be an issue 15-inch Existing Pipe
Fails at 10-year event in Rational Calculation
Headwater 2 feet below structure rim in 10-year
event
Head pushes water through pipe, capacity
doesn't appear to be an issue
See next page
Page 138 of 248
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45AC045
45AP027
45AM011 45AP028
45AP026
45AP025
45AC052
45AM013 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 50 feet
0 50
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
15-inch Existing Pipe
Fails at 10-year event in Rational Calculation
Headwater 1.3 feet above structure rim in
10-year event
Water over-topping rim elevation will continue
south and will be picked up by catch basins at
the low point
15-inch Existing Pipe
Fails at 10-year event in Rational Calculation
Headwater 0.4 feet above structure rim in
10-year event
Water over-topping rim elevation will continue
south and will be picked up by catch basins at
the low point
Page 139 of 248
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45AC044
45AC043
45AP024
45AP023
45AC053
45AM014
45AM009 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 40 feet
0 40
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
18-inch Existing Pipe
Fails at 5-year event in Rational Calculation
Headwater 4.7 feet below structure rim in
10-year event
Head pushes water through pipe, capacity
doesn't appear to be an issue
Page 140 of 248
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JACQUARD CT
45AEM02
45AEM01
45AP029
45AEM02
45AEM01 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 30 feet
0 30
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
Water coming in at 2.92 cfs
Ponds on catchbasin up to 0.303 feet in
the 3-year event, would spread 11.8 feet
across the roadway
Page 141 of 248
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"KENSINGTONBLVDKAFTAN CT
14BP061
14BC030
14BC02914BA007
14BC034
14BP060
14BP062
14BC026
14BC027
14BC033
14BC032
14BC031 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 70 feet
0 70
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
"Proposed Structure
Existing Draintile
Proposed Draintile
Add new 2x3 structure for
proposed draintile
connection, and a 15-inch
proposed RCP connecting
into existing CB
Add draintile along northern
curb line of Kaftan Court
(approx. 600 LF)
Add new 2x3 structure for
proposed draintile
connection, and a 15-inch
proposed RCP connecting
into existing CB
Page 142 of 248
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MH21BC002
21BEM02
21BM003 MH21BC004
21BEM02
21BM003 Document Path: K:\023290-000\GIS\Maps\Lakeville 2024 Storm Sewer Capacity\FDR - Existing Capacity Figures Date Saved: 10/9/2023¯1 inch = 30 feet
0 30
Feet
2024 Street Rehabilitation Project
Lakeville, MN
Proposed Storm Sewer Improvements
Pipe Capacity Status
"Consider Replacement
"Allowable HW Pressure Flow
"Good in Rational Calculation
Full-Depth Reclamation
Sag Point Catchbasin
12-inch Existing Pipe
Fails at 2-year event in Rational Calculation
Headwater 0.9 feet above structure rim in
10-year event
See low-point and pipe recommendations on
this sheet
12-inch Existing Pipe
Fails at 2-year event in Rational Calculation
Headwater 1.7 feet above structure rim in
10-year event
See low-point and pipe recommendations on
this sheet
Move the low point to the south.
Add trench drain with valley
gutter across the road, add
slotted drain in the curb line on
each side of the low point
Install a 15-inch RCP from the
slotted drain to the west outlet
21BM003
Water coming in at 7.64 cfs
Ponds on catchbasin up to 0.523 feet in
the 3-year event, would spread 20.6 feet
across the roadway
Re-establish plunge pool/energy
dissipation at outfalls
Page 143 of 248