HomeMy WebLinkAboutItem 06.p Date: October 15, 2018 Item No.
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING A PUBLIC
HEARING FOR THE 2019 STREET RECONSTRUCTION PROJECT
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution approving the
engineering feasibility report and calling a public hearing for the 2019 Street Reconstruction
Project, City Project 19-02.
Overview
On July 16th, 2018, the City Council authorized WSB & Associates, Inc. to prepare a feasibility
report for the 2019 Street Reconstruction Project. The feasibility report has been completed.
Based on information in the feasibility report, the estimated cost for the 2019 Street Reconstruction
Project is $8,956,306. Funding for the 2019 Street Reconstruction Project, based on the City’s
Street Assessment Policy, is recommended as follows: $1,069,792 Utility Funds, $71,808
Environmental Resource Fund (basin maintenance); $192,896 Trunk Storm Sewer Fund,
$4,646,182 City issuance of debt which is repaid with property tax levies and $2,975,628 through
special assessments to benefitting property owners.
Primary Issues to Consider
• Citizen Comments
• Project Cost Summary
• Financing
Supporting Information
• Project Location Map.
• Feasibility Report prepared by WSB & Associates, Inc. dated October 15, 2018.
Financial Impact: $8,956,306 Budgeted: Y☒ N☐ Source: Multiple Sources
Related Documents: 2018 – 2022 Transportation Capital Improvement Plan
Envision Lakeville Community Values: Design that Connects the Community
Report Completed by: Zach Johnson, City Engineer
Project Financing Total
Streets/Storm
Sewer Water
Sanitary
Sewer
Trunk
Storm
Sewer
Env.
Resources
Debt - repaid with:
Property taxes 4,646,182$ 4,646,182$
Special Assessments 2,975,628$ 2,975,628$
Water use fees 844,129$ 844,129$
Sanitary Sewer Operating Fund 225,663$ 225,663$
Trunk Storm Sewer Fund 192,896$ 192,896$
Environmental Resources Fund 71,808$ 71,808$
Total 8,956,306$ 7,621,810$ 844,129$ 225,663$ 192,896$ 71,808$
Project Cost
Primary Issues to Consider
• Citizen Comments: A neighborhood meeting was held on June 21, 2018; there was no
significant opposition to the project. Questions were in relation to the scope of the roadway
improvements, locations of City right-of-way/property lines, and the amount of the
estimated assessments. Comments submitted to City staff included; request for pedestrian
facilities around Orchard Lake, request to review localized drainage issues, request to
consider revision to the Kent Trail access to the neighborhood south of CSAH 46, and
request to widen 175th Street adjacent to Orchard Lake.
• Project cost summary:
• Project financing:
o The City share of cost for street and storm sewer improvements (storm sewer
improvements are estimated at $1,058,483) will be financed with the issuance of
G.O. Improvement Bonds. The City share of debt will be financed with taxes which
are repaid with property tax levies.
o Watermain corrosion protection installation is estimated at $844,129 and will be
financed through Water use fees.
o Sanitary sewer improvements are estimated at $225,663 which is financed from the
Sanitary Sewer Operating Fund.
o Storm water basin maintenance is estimated at $71,808 which is financed from the
Environmental Resources Fund.
o The water quality structure is estimated at $192,896 which is financed from the
Trunk Storm Sewer Fund.
CITY OF LAKEVILLE
RESOLUTION NO. 18-__
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC HEARING
FOR THE 2019 STREET RECONSTRUCTION PROJECT
WHEREAS, on October 15, 2018, the City Council received the feasibility report for the
proposed improvements of portions of Golden Leaf Forest; Knolls Valley; Kingswood Estates;
Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood
Oaks; Kenwood Oaks 2nd Addition; Kenora Ridge; Lakeville Hills; Grohoskis Rearrangement;
Jackson Heights; Jackson Heights 2nd Addition; Gola Heights; Crystal Ridge Estates; Town and
Country Estates 3rd Addition; Oak Shores 2nd, 3rd, 4th, 6th, 7th, 10th Additions; Vista First
Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham
Investment Company’s Minnesota Orchard Gardens; and those metes and bounds parcels located
along Klamath Trail between Kenwood Trail/CSAH 5 and Knolls Path, City Project 19-02.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Lakeville:
1. The Feasibility Report for Project 19-02 is hereby approved.
2. A public hearing is hereby called for November 19, 2018 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 15th day of October 2018.
______________________________
Douglas P. Anderson, Mayor
_________________________________
Charlene Friedges, City Clerk
FEASIBILITY REPORT
2019 STREET RECONSTRUCTION
PROJECT
CITY OF LAKEVILLE | DAKOTA COUNTY | MINNESOTA
OCTOBER 15, 2018
Prepared for:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
CITY OF LAKEVILLE PROJECT NO. 19-02
WSB PROJECT NO. R-012165-000
FEASIBILITY REPORT
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
2019 STREET RECONSTRUCTION PROJECT
CITY PROJECT NO. 19-02
FOR THE
CITY OF LAKEVILLE, MINNESOTA
October 15, 2018
Prepared By:
540 Gateway Boulevard | Suite 100 | Burnsville, MN 55337 | (952) 737-4660
Building a legacy – your legacy.
Equal Opportunity Employer | wsbeng.com
October 15, 2018
Honorable Mayor and City Council
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Feasibility Report
2019 Street Reconstruction Project
City Project No. 19-02
City of Lakeville, MN
WSB Project No. R-012165-000
Dear Honorable Mayor and City Council:
Transmitted herewith for your review is a feasibility report which addresses impro vements associated with
the 2019 Street Reconstruction Project. This feasibility report describes the necessary improvements and
associated costs for this street reconstruction project.
I am available at your convenience to discuss this report. Please do not hesitate to contact me at
(952) 737-4675 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
Monica Heil, PE
Senior Project Manager
Enclosure
CERTIFICATION
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
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.
Adam O. Gadbois, PE
Date: October 15, 2018 Lic. No. 54787
Quality Control Review Completed By:
Monica Heil, PE
Date: October 15, 2018 Lic. No. 47497
TABLE OF CONTENTS
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ................................................................................................................. 1
2. STREET AND UTILITY IMPROVEMENT PROJECT ..................................................................... 3
2.1 Introduction ......................................................................................................................... 3
2.1.1 Authorization .......................................................................................................... 3
2.1.2 Scope ..................................................................................................................... 3
2.1.3 Data Available ........................................................................................................ 3
2.2 General Background ........................................................................................................... 4
2.2.1 Project Location ..................................................................................................... 4
2.3 Existing Conditions.............................................................................................................. 5
2.3.1 Public Roadway Surface ........................................................................................ 5
2.3.2 Public Storm Sewer ............................................................................................. 10
2.3.3 Public Watermain ................................................................................................. 11
2.3.4 Public Sanitary Sewer .......................................................................................... 11
2.3.5 Wetlands .............................................................................................................. 12
2.4 Proposed Improvements ................................................................................................... 13
2.4.1 Public Roadway Surface ...................................................................................... 13
2.4.2 Public Storm Sewer ............................................................................................. 14
2.4.3 Public Watermain Improvements ......................................................................... 16
2.4.4 Public Sanitary Sewer Improvements .................................................................. 16
2.4.5 Public Street Sign Replacement .......................................................................... 17
2.4.6 Mailbox Replacement .......................................................................................... 17
2.4.7 Permits/Approvals ................................................................................................ 17
2.4.8 Construction Access/Staging ............................................................................... 17
2.4.9 Public Involvement ............................................................................................... 17
3. FINANCING ................................................................................................................................... 18
3.1 Opinion of Cost ................................................................................................................. 18
3.2 Funding ............................................................................................................................. 18
4. PROJECT SCHEDULE ................................................................................................................. 21
5. FEASIBILITY AND RECOMMENDATION .................................................................................... 22
Appendix A
Location Map
Local Street – Collector
Local Street – Residential
Appendix B
Opinion of Probable Cost
Appendix C
Assessment ID Map
Assessment Roll
Appendix D
Geotechnical Evaluation Report
Appendix E
TABLE OF CONTENTS (continued)
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
Neighborhood Meeting Comments
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 1
1. EXECUTIVE SUMMARY
The 2019 Street Reconstruction Project, City Project No. 19-02, was initiated based on the City’s Pavement
Management Program. Streets proposed for improvements in 2019 include roadways within the following
subdivisions totaling approximately 50,160 feet (9.50 miles):
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove ; Kingsley Cove 2nd
Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second
Addition; Kenora Ridge; Lakeville Hills; Grohoskis Rearrangement; Jackson Heights ; Jackson
Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd
Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh, Tenth Additions; Vista First Addition;
Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment
Company’s Minnesota Orchard Gardens; and those metes and bound parcels located along
Klamath Trail between Kenwood Trail/CSAH 5 and Knolls Path.
▪ 162nd Street W est (Judicial Road to Linch Avenue)
▪ 162nd Court W est (located north of 162nd Street W est)
▪ Linch Avenue (162nd Street W est to 163rd Street W est, cul-de-sac northwest of 162nd Street Linch
Avenue and cul-de-sac southeast of 163rd Street W est/Linch Avenue
▪ 163rd Street W est (Linch Avenue to Judicial Road)
▪ Klamath Trail (from the northerly intersection with CSAH 5/Kenwood Trail to 168th Street)
▪ Keystone Court (cul-de-sac located north of Klamath Trail)
▪ Kingswood Drive (located southeast of Klamath Trail)
▪ Kingswood Court (cul-de-sac located west of Kingswood Drive)
▪ Kingsley Court (cul-de-sac located north of Kingswood Drive)
▪ Knolls Path (cul-de-sac located northwest of Klamath Trail)
▪ Klamath Terrace (cul-de-sac located east of Klamath Trail)
▪ Klamath Court (cul-de-sac located north of Klamath Terrace)
▪ 163rd Street W est (CSAH 5/Kenwood Trail to Kenora Way)
▪ Kenworth Court (cul-de-sac located north of 163rd Street W est)
▪ Kenora Court (cul-de-sac located north of 163rd Street West/Kenora Way)
▪ Kenora Way (southeast of 163rd Street West)
▪ Kenworth Lane (163rd Street W est to Kent Trail)
▪ Kent Trail (150 feet north of Kenora Way to 164th Street W est)
▪ 164th Street W est (CSAH 5/Kenwood Trail to cul-de-sac east of Kent Trail)
▪ Kenosha Avenue (164th Street W est to 166th Street W est)
▪ Kenreel Avenue (164th Street W est to 166th Street W est)
▪ 166th Street W est (east of CSAH 5/Kenwood Trail)
▪ Lower 167th Street W est (CSAH 5/Kenwood Trail to Upper 167th Street W est)
▪ Upper 167th Street west (Lower 167th Street W est to CSAH 5/Kenwood Trail)
▪ 168th Street W est (CSAH 5/Kenwood Trail to Kenmore Drive)
▪ Kenmore Drive (168th Street W est to 170th Street W est)
▪ Kenmore Court (cul-de-sac located west of Kenmore Drive)
▪ 170th Street W est (Kenmore Drive to CSAH 5/Kenwood Trail)
▪ Java Lane (162nd Street W est/CSAH 46 to Java Circle;Java Circle to 165th Street West)
▪ Java Circle (cul-de-sac located west of Java Lane)
▪ Jewel Avenue (cul-de-sacs located west of 163rd Street West)
▪ 163rd Street W est (Jewel Avenue to Java Lane)
▪ Jarrett Circle (cul-de-sac located north of 165th Street West)
▪ Joplin Avenue (North City limits to Joplin Way ‘south’)
▪ Joplin Way (loop located east of Joplin Avenue)
▪ Oak Shore Drive (Oak Curve to North City limits/Maple Island Road and North City limits/Maple
Island Road to North City limits/157th Street East)
▪ Oak Curve (cul-de-sac located southeast of Oak Shore Drive/Oak Curve to North City limits)
▪ Oak Shore Drive South (Oak Shore Drive to North City limits)
▪ Jamaica Avenue (CSAH 46/162nd Street W est to Oak Shore Drive)
▪ Jacquara Avenue (Oak Shore Drive to Upper 161st Street W est)
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 2
▪ 161st Street W est (Jamaica Avenue to Jacquara Avenue; cul-de-sac north of 161st Street West;
and Logarto Lane to CSAH 46)
▪ Upper 161st Street W est (161st Street W est to Jacquara Avenue)
▪ Logarto Lane (Oak Shore Drive to 161st Street W est)
▪ 157th Street East (Oak Shore Drive to City limits)
▪ Inglewood Drive (Logarto Lane to City Limits/Bluebill Bay Road)
▪ Inglewood Court (cul-de-sac located east of Inglewood Drive)
The project location map is included in Figure 1 of Appendix A of this report.
The 2019 Street Reconstruction Project includes roadway reclamation improvements based on pavement
ratings, current roadway conditions and utility needs in the area, as well as the overall Capital Improvement
Plan budget. Reclamation of the existing bituminous pavement and roadway reconstruction, consisting of
subgrade correction as required, replacement of structurally deficient or improperly draining concrete curb
and gutter and sidewalks, ADA compliant pedestrian ramp installation, and new pavement installation, are
recommended for all streets within the project area.
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 improvements include the following:
▪ Installation of corrosion protection for the existing watermain throughout the entirety of the project.
▪ 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,
including chimneys that do not meet current City Standards.
The City of Lakeville entered into a Joint Powers Agreement (JPA) with the City of Burnsville to reconstruct
3.2 miles of streets located within the City of Burnsville. These streets are directly adjacent to the City of
Lakeville’s 2018 Street Reconstruction project, on the south side of Crystal Lake. The purpose of the JPA
is to protect and preserve the newly constructed streets within both cities and to achieve cost savings
through combining the work.
A separate feasibility report will be prepared for the City of Burnsville detailing the scope of work planned
within their community. Construction documents are planned to be developed jointly by the two cities, and
the work will be bid as a single construction project, to be managed and delivered by the City of Lakeville.
The total estimated project cost for the City of Lakeville’s 2019 Street Reconstruction Project is
$8,956,306.30, 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 special assessments to benefitting property owners and City funds.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 3
2. STREET AND UTILITY IMPROVEMENT PROJECT
2.1 Introduction
2.1.1 Authorization
On July 16, 2018, the Lakeville City Council authorized the preparation of an engineering feasibility
report for the 2019 Street Reconstruction Project. This project is included in the City’s 2018 – 2022
Capital Improvement Plan (CIP) and is designated as City Project No. 19-02.
2.1.2 Scope
This report investigates the feasibility of proposed street and utility improvements identified by the
City’s Pavement Management Program (PMP) and CIP for 2019. Streets proposed within the 2019
Street Reconstruction Project were initially considered because of existing pavement conditions.
The average Overall Condition Index (OCI) value for streets within the 2019 Street Reconstruction
Project area is 45, using an OCI scale of 0 to 100 (with zero representing a failing street section
and 100 representing a new street section free of deficiencies). Streets with OCI values less than
35 are considered to be in failing condition. 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 reconstruction, installation of corrosion
protection on watermain facilities, sanitary sewer manhole repairs, storm sewer improvements
(including water quality improvements and drain tile installation) and stormwater management
basin maintenance.
2.1.3 Data Available
Information and materials used in the preparation of this report include the following:
▪ City of Lakeville Record Plans
▪ City of Lakeville Watermain Repair Records
▪ City of Lakeville Water Resources Management Plan, Barr Engineering, dated June 2008
▪ Dakota County Topography Maps
▪ Field Observations of the Area and Discussions with City Staff
▪ Geotechnical Evaluation Reports, Braun Intertec, dated August 21, 2017
▪ Draft Summary and Recommendations from Best Management Practices Feasibility
Study for the City of Lakeville 2019 Road Reconstruction Projects, Draft Technical Memo,
Wenck, dated September 11, 2018
▪ Utility Record Drawings
▪ City of Lakeville Street Reconstruction Assessment Policy
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 4
2.2 General Background
2.2.1 Project Location
The streets proposed for improvements include:
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd
Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks
Second Addition; Kenora Ridge; Lakeville Hills; Grohoskis Rearrangement; Jackson
Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town
and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh, Tenth
Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition;
Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens ; and
those metes and bound parcels located along Klamath Trail between Kenwood Trail/CSAH
5 and Knolls Path.
▪ 162nd Street W est (Judicial Road to Linch Avenue)
▪ 162nd Court W est (located north of 162nd Street W est)
▪ Linch Avenue (162nd Street W est to 163rd Street W est, cul-de-sac northwest of 162nd
Street Linch Avenue and cul-de-sac southeast of 163rd Street West/Linch Avenue
▪ 163rd Street W est (Linch Avenue to Judicial Road)
▪ Klamath Trail (from the northerly intersection with CSAH 5/Kenwood Trail to 168th Street)
▪ Keystone Court (cul-de-sac located north of Klamath Trail)
▪ Kingswood Drive (located southeast of Klamath Trail)
▪ Kingswood Court (cul-de-sac located west of Kingswood Drive)
▪ Kingsley Court (cul-de-sac located north of Kingswood Drive)
▪ Knolls Path (cul-de-sac located northwest of Klamath Trail)
▪ Klamath Terrace (cul-de-sac located east of Klamath Trail)
▪ Klamath Court (cul-de-sac located north of Klamath Terrace)
▪ 163rd Street W est (CSAH 5/Kenwood Trail to Kenora Way)
▪ Kenworth Court (cul-de-sac located north of 163rd Street W est)
▪ Kenora Court (cul-de-sac located north of 163rd Street West/Kenora Way)
▪ Kenora Way (southeast of 163rd Street West)
▪ Kenworth Lane (163rd Street W est to Kent Trail)
▪ Kent Trail (150 feet north of Kenora Way to 164th Street W est)
▪ 164th Street W est (CSAH 5/Kenwood Trail to cul-de-sac east of Kent Trail)
▪ Kenosha Avenue (164th Street W est to 166th Street W est)
▪ Kenreel Avenue (164th Street W est to 166th Street W est)
▪ 166th Street W est (east of CSAH 5/Kenwood Trail)
▪ Lower 167th Street W est (CSAH 5/Kenwood Trail to Upper 167th Street W est)
▪ Upper 167th Street west (Lower 167th Street W est to CSAH 5/Kenwood Trail)
▪ 168th Street W est (CSAH 5/Kenwood Trail to Kenmore Drive)
▪ Kenmore Drive (168th Street W est to 170th Street W est)
▪ Kenmore Court (cul-de-sac located west of Kenmore Drive)
▪ 170th Street W est (Kenmore Drive to CSAH 5/Kenwood Trail)
▪ Java Lane (162nd Street West/CSAH 46 to Java Circle;Java Circle to 165th Street West)
▪ Java Circle (cul-de-sac located west of Java Lane)
▪ Jewel Avenue (cul-de-sacs located west of 163rd Street West)
▪ 163rd Street W est (Jewel Avenue to Java Lane)
▪ Jarrett Circle (cul-de-sac located north of 165th Street West)
▪ Joplin Avenue (North City limits to Joplin Way ‘south’)
▪ Joplin Way (loop located east of Joplin Avenue)
▪ Oak Shore Drive (Oak Curve to North City limits/Maple Island Road and North City
limits/Maple Island Road to North City limits/157th Street East)
▪ Oak Curve (cul-de-sac located southeast of Oak Shore Drive/Oak Curve to North City
limits)
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 5
▪ Oak Shore Drive South (Oak Shore Drive to North City limits)
▪ Jamaica Avenue (CSAH 46/162nd Street W est to Oak Shore Drive)
▪ Jacquara Avenue (Oak Shore Drive to Upper 161st Street W est)
▪ 161st Street W est (Jamaica Avenue to Jacquara Avenue; cul-de-sac north of 161st Street
West; and Logarto Lane to CSAH 46)
▪ Upper 161st Street W est (161st Street W est to Jacquara Avenue)
▪ Logarto Lane (Oak Shore Drive to 161st Street W est)
▪ 157th Street East (Oak Shore Drive to City limits)
▪ Inglewood Drive (Logarto Lane to City Limits/Bluebill Bay Road)
▪ Inglewood Court (cul-de-sac located east of Inglewood Drive)
The project location map is included in Figure 1 of Appendix A of this report.
2.3 Existing Conditions
2.3.1 Public Roadway Surface
Streets within the proposed improvement area are aging and experiencing differing severities of
distress, including alligator, transverse, and longitudinal cracking. The majority of the project area
is urbanized, with existing concrete curb and gutter. The curb and gutter is in overall fair condition,
with isolated instances of cracking and settlements resulting in localized drainage issues. Portions
of the project contain rural roadway sections, without existing concrete curb and gutter, including:
162nd Street, 162nd Court, 163rd Street, Linch Avenue, Knolls Path, and portions of Klamath Trail.
Project areas contain 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:
Klamath Trail looking northeast towards Kingswood Drive
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 6
Concrete sidewalks are located along both the east and west sides of Kent Trail. Bituminous trails
with concrete pedestrian curb ramps exist along CSAH 46/162nd Street West, 165th Street West,
and CSAH 5/Kenwood Trail at the intersecting project streets. A bituminous trail exists along the
north/ west side of Klamath Trail from CSAH 5/Kenwood Trail to 168th Street. Some segments of
the trail currently exist adjacent to concrete barrier curb and/or steel guardrail, while other segments
of the trail exist at-grade directly adjacent to the roadway shoulder.
The concrete sidewalks and bituminous trails are generally in good condition; however, a 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 for the project area were originally conducted in 2014. Since that time additional
streets have been programmed to be included with the 2019 Street Reconstruction Project.
Additional soil borings were taken on October 3rd, 2018, throughout the project area where
adequate soil boring information was not gathered in 2 014. The results of these soil borings will
be available with final design, however, assumptions as to the existing street sections in certain
areas were made based on information from other borings in close proximity as well as
engineering judgement. Quantities have been included in the Opinion of Probable Cost to
account for additional excavation and new aggregate base if the existing section requires it.
Table 1 Below provides a summary of existing street conditions within the 2019 Street
Reconstruction Project.
Kenora Way looking west towards Kent Trail
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 7
Table 1 – 2019 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name Right-of-
Way
Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg.
Bituminous
Section
Approx. Year of
Original
Construction
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered
Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville Hills; Grohoskis Rearrangement;
Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd
Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh, Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto;
Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
162nd Street W 30’ 26’ No curb
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
No As-built
Information
Available
Linch Avenue 30’ 26’ No curb
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
No As-built
Information
Available
163rd Street W (Linch Avenue
to Judicial Road)
30’
26’ No curb
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1975
Klamath Trail (168th Street
West to Kenwood Trail/CSAH 5
– north junction)
66’-88’ 25’-50’
B618 on
north/west
side of the
street, only
Fill: Silty Sand,
Clay, Gravel; Silt
with Sand;
Poorly Graded
Sand with Silt
7.5”-9.5” 5”-5.75”
1976
Keystone Court 60’
32’
D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1978
Kingswood Drive 60’ 28’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1973
Kingswood Court 60’ 28’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1973
Kingsley Court 60’ 28’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1973
Knolls Path 60’ 22’ No curb
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1982
Klamath Terrace 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1989
Klamath Court 50’-71’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1996
163rd Street W (Kenwood
Trail/CSAH 5 to Kenora Way)
60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1994
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 8
Table 1 – 2019 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name Right-of-
Way
Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg.
Bituminous
Section
Approx. Year of
Original
Construction
Kenworth Court 60’ 32’ D412 Silty Sand 5.5” 4” 1994
Kenworth Lane 60’ 32’ D412
Fill: Silty Sand,
Gravel, Poorly
Graded Sand
with Silt; Sandy
Lean Clay
5.5” 4” 1994
Kent Trail 66’ 40’ D412 Silt with Sand,
Silty Sand 9”-12” 4”-5” 1989
164th Street W 60’ 24’-28’ D412
Fill: Silty Sand,
Sandy Lean
Clay; organic
Clay, Poorly
Graded Sand
with Silt, Sandy
Lean Clay
0”
4”-5” 1975
Kenora Way 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt; Silty
Sand, Clayey
Sand, Sandy
Lean Clay
3.5”-6.5” 4”-4.5” 1975
Kenora Court 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1975
Kenosha Avenue 60’ 26’ D412 Fill: Silty Sand;
Silt with Sand
0”
3” 1975
Kenreel Avenue 60’ 26’ D412 Fill: Silty Sand;
Silt with Sand 0” 4.5” 1975
166th Street W 60’ 28’ D412 Fill: Silty Sand;
Silty Sand 0” 4”-5” 1975
Lower 167th Street W 60’ 30’ D412
Silty Sand,
Sandy Lean
Clay
10” 3.5” 1975
Upper 167th Street W (Lower
167th Street west to Kenwood
Trail)
60’ 30’ D412 Sandy Lean
Clay 7” 3.5” 1975
168th Street W 60’ 30’ D412 Silty Sand 8” 2.5” 1975
Kenmore Drive 60’ 30’ D412 Poorly Graded
Sand 16” 3.25” 1975
Kenmore Court 60’ 30’ D412 Silty Sand 6” 3.75” 1975
170th Street W 60’ 26’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1975
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 9
Table 1 – 2019 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name Right-of-
Way
Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg.
Bituminous
Section
Approx. Year of
Original
Construction
Java Lane 60’ 32’ D412
Fill: Silty Sand;
Poorly Graded
Sand with Silt,
Silty Sand
6.5”-7” 3.5”-5” 1987
Java Circle 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Jewel Avenue 66’ 40’ D412
Fill: Poorly
Graded Sand
with Silt, Sandy
Lean Clay,
Gravel; Silty
Sand
7.5” 4.5” 1986
163rd Street W (Jewel Avenue
to Java Lane) 60’ 32’ D412 Poorly Graded
Sand with Silt 6” 5” 1987
Jarrett Circle 50’ 28’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
2000
Joplin Avenue 60’ 34’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1979
Joplin Way 60’ 34’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1979
Oak Shore Drive 60’ 28’-32’ B618/ D412
Poorly Graded
Sand with Silt,
Sandy Lean
Clay
5”-7.5” 4”-5.5” 1980
Oak Curve 60’ 326 D412
Sand with
Gravel, Fine
Grained
6” 7” 1975
Oak Shore Drive South 60’ 30’ B618
Sand with
Gravel, Fine to
Medium Grained
6.75” 5” 1982
Jamaica Avenue 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Jacquara Avenue 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
161st Street W 60’ 32’ D412 Poorly Graded
Sand with Silt 4.75”-6.5” 4” 1987
Upper 161st St W 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Logarto Lane 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 10
Table 1 – 2019 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name Right-of-
Way
Street
Width Curb Type Sub-grade Sub-base
(aggregate)
Avg.
Bituminous
Section
Approx. Year of
Original
Construction
157th Street E 60’ 32’ B618
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1976
Inglewood Drive 60’ 32’ D412 Poorly Graded
Sand with Silt 5.5” 4.75” 1987
Inglewood Court 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
A copy of the geotechnical soil boring logs may be found in Appendix D of this report.
2.3.2 Public Storm Sewer
City record drawing information indicates that public storm sewer facilities exist within the 2019
Street Reconstruction Project area. Stormwater runoff from the 2019 Project area is tributary to
Crystal Lake, Lee Lake, Kingsley Lake, and Orchard Lake. A majority of the subwatersheds within
the 2019 Project contain stormwater basins and wetlands that serve as intermediate storage areas
for stormwater runoff.
All runoff is discharged into either the Crystal Lake or Orchard Lake Stormwater Districts.
▪ The Crystal Lake Stormwater District is managed by the Black Dog Watershed
Management Organization (BDWMO). Drainage from the Crystal Lake District flows to
the Minnesota River via Earley Lake and Sunset Basin in the City of Burnsville.
▪ The Orchard Lake Stormwater District is managed by the Black Dog Watershed
Management Organization (BDWMO). Drainage from the Orchard Lake District flows to
the Minnesota River via the Credit River in the Township of Credit River and the City of
Savage.
The majority of the storm sewer facilities within the 2019 Street Reconstruction Project provide the
necessary collection and conveyance capacity. At the June 21, 2018 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:
▪ Kenreel Avenue at Kenreel Park
▪ 12330 163rd Street West
▪ Kenmore Drive at Kenmore Park
▪ 11060 Upper 167th Street West
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 11
2.3.3 Public Watermain
All of the existing watermain located within the 2019 Street Reconstruction Project is ductile iron
pipe (DIP). Six-inch diameter watermain pipe exists within the majority of the project area; however,
the following roadways have been identified as having watermain pipe diameters other than 6-inch:
8-inch Watermain:
▪ Kingswood Drive
▪ Kingswood Court
▪ Kingsley Court
▪ 172nd Street W est
▪ 163rd Street W est (Kenwood Trail to Kenora Way)
▪ Kenworth Court
▪ Kenora Court
▪ Kenworth Lane
▪ Kent Trail
▪ 170th Street W est
▪ Java Circle
▪ Jarrett Court
▪ Joplin Avenue
▪ Jamaica Avenue
▪ Inglewood Drive (161st Street west to Bluebill Bay Road)
▪ Oak Shore Drive
12-inch Watermain:
▪ Klamath Trail
▪ 163rd Street W est (Jewel Avenue to Java Lane)
▪ Java Lane (162nd Street W est to 163rd Street W est)
▪ Jewel Avenue (162nd Street west to 163rd Street W est)
18-inch Watermain:
▪ 166th Street W est
City maintenance records indicate a sporadic and limited watermain break history throughout the
2019 Project area that have required typical maintenance efforts.
2.3.4 Public Sanitary Sewer
A majority of the existing sanitary sewer located within the 2019 Street Reconstruction Project
consists of 8-inch polyvinylchloride pipe (PVC). The following roadways have been identified as
having sanitary sewer pipe diameters or pipe material other than 8-inch PVC:
10-inch polyvinylchloride pipe (PVC):
▪ 163rd Street West
▪ Java Lane (163rd Street W est to Java Circle)
12-inch polyvinylchloride pipe (PVC):
▪ Jamaica Avenue
▪ Java Lane (162nd Street W est to 163 Street W est)
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 12
8-inch vitrified clay pipe (VCP):
▪ 164th Street West
▪ Kenosha Avenue
▪ Kenreel Avenue
▪ 166th Street W est
▪ Lower 167th Street W est
▪ Upper 167th Street W est (Lower 167th Street W est to Kenwood Trail)
▪ Kenmore Drive
▪ Kenmore Court
▪ 170th Street W est
9-inch vitrified clay pipe (VCP):
▪ Oak Shore Drive (Oak Shore Drive south to Jamaica Avenue)
12-inch reinforced concrete pipe (RCP):
▪ Oak Shore Drive (Jaimaica Avenue to a point 700 feet west of Jacquara Avenue/Oak
Shore Drive)
18-inch reinforced concrete pipe (RCP):
▪ Oak Shore Drive (from a point 700 feet west of Jacquara Avenue/Oak Shore Drive to
157th Street East)
24-inch reinforced concrete pipe (RCP):
▪ 157th Street East
4-inch ductile iron forcemain (DIP):
▪ Klamath Terrace
10-inch ductile iron forcemain (DIP):
▪ Klamath Trail (a point just west of Kings Court to 168th Street W est)
▪ Oak Shore Drive (Oak Shore Drive South to Jamaica Avenue and a point just east of
Jamaica Avenue to a point just west of Jacquara Avenue)
The City’s Public Works Department televised the sanitary sewer and inspected all sanitary sewer
manholes. Nearly all sanitary sewer manholes were identified to be in good condition; however,
some cone sections and castings require replacement. All adjustment rings require replacement
and installation of inflow and infiltration barriers.
2.3.5 Wetlands
Wetlands may be impacted with the proposed improvement project; typically, at outfalls into
stormwater drainage systems. However, it is anticipated that those impacts will qualify for a Utility
Exemption and will not require replacement provided the total impacts do not exceed 0.50 acres
per the Wetland Conservation Act requirements.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 13
2.4 Proposed Improvements
2.4.1 Public Roadway Surface
Surface improvements recommended with the 2019 Street Reconstruction Project are intended to
extend the life of the existing roadway systems, improve isolated drainage issues and improve the
ride quality of the roadways.
Surface improvements include the reclamation of all roadways. Reclamation is the process by
which the existing roadway surface is pulverized and mixed with the 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 minimize construction impacts to adjacent properties. Minor
adjustments to select roadway vertical profiles are proposed to improve drainage conditions. A
significant portion of the existing curb and gutter within the Project is in structurally adequate
condition, so only spot curb and gutter replacement is proposed as a part of the Project.
The local residential streets within the project area will be reclaimed and reconstructed in
accordance with City’s local roadway design standards and are proposed to consist of the following
section: 1 ½ inches of bituminous wearing course, 2 inches of bituminous base course, and 6
inches of reclaimed aggregate base over 12 inches of an acceptable, compacted subgrade.
Appendix A illustrates the proposed residential roadway section.
The only collector roadway within the project, as identified in the City’s Roadway Functional
Classification map, is Klamath Trail. Klamath Trail will be reclaimed and reconstructed in
accordance with the City’s collector roadway design standards and is proposed to consist of the
following section: 2 inches of bituminous wearing course, 2 inches of bituminous base course, and
6 inches of reclaimed aggregate base over 12 inches of an acceptable, compacted subgrade.
Appendix A illustrates the proposed collector roadway section.
To minimize erosion and maintenance issues along the east side of Klamath Trail, curb and gutter
and storm sewer will be constructed from Klamath Terrace to 168th Street West with the 2019 Street
Reconstruction Project.
Some streets within the project area have subbase soils that consist of clay and silt, as identified
within the Geotechnical Report in Appendix D. To meet the desired 20-year design life of the
pavement section, these soils will be removed and replaced with an aggregate or granular material
subgrade section. Estimated quantities to complete this work are included within the Opinion of
Probable Cost in Appendix C. Exact locations of subgrade excavation will be determined during
final design and in the field as encountered.
Sidewalks and Trails
As part of the 2019 Street Reconstruction Project, all existing pedestrian curb ramps within 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 pathways
is proposed.
A portion of exiting bituminous trail along the west side of Klamath Trail, from a point approximately
160 feet north of Klamath Terrace to a point 430 feet north of Klamath Terrace, is separated from
the roadway by a narrow, gravel boulevard measuring approximately 4’ in width. No barrier
separation exists between the shared-use path and travelled roadway, and the current
configuration does not meet separation distances recommended in the 2007 MnDOT Bikeway
Facility Design Manual. In an effort to improve safety for the travelling public, it is recommended
that steel guardrail be installed along this section of trail, and that the existing gravel boulevard be
replaced with a paved bituminous surface to minimize long term maintenance efforts and cost s.
The exact location of the steel guardrail will be evaluated with final design of the project.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 14
2.4.2 Public 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 and WSB staff completed an inspection of the storm sewer system 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 necessary interior
concrete/grout replacement.
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. Potential drainage improvements to be evaluated with final design of the project include: supplementing existing storm sewer facilities w ith additional catch basins throughout the project area, drain tile installation at low points and in areas with poorly
draining soils, and replacement of damaged or deteriorated sewer pipes and structures.
Water Quality Improvements
A technical memo was produced by the City of Lakeville’s consultant regarding recommendations
for including Best Management Practices (BMP) within the 2019 Street Reconstruction Project ,
with the goal to reduce total phosphorus (TP) discharged into Lakevi lle’s lakes. The following
existing outfall location offers an opportunity to decrease pollutant loadings to downstream water
bodies via a BMP filtration device. The location has been prioritized based on highest removal
efficiency scenario:
• Cul-de-sac at the easterly end of 166th Street West, prior to discharge into Lee Lake
This location will be further evaluated with final design to determine the combination of BMPs,
including the specific filtration device, that will be necessary to meet the maintenance and water
quality goals of the City.
Basin Maintenance
Reconstruction of the streets within the 2019 Project area provides an opportunity to perform
maintenance on adjacent stormwater basins. Over time, stormwater basins become laden with
nutrients and sediment deposited by stormwater flows. Routine basin maintenance, in the form of
sediment removal, is necessary to keep the basin functioning at the level for which it was originally
designed.
Basin maintenance activities for an existing stormwater basin located within the 2019 Street
Reconstruction Project area will be completed with the project. The following existing stormwater
basin will be surveyed and two sediment samples will be collected and analyzed to determine the
appropriate method for sediment disposal consistent with Minnesota Pollution Control Agency
guidelines. A recommendation report will be provided to the City regarding maintenance needs
based on funding availability.
▪ 2006NW001 (south of and adjacent to CSAH 46/162nd Street between Jewel Avenue and
Java Lane, south of Oak Shores Park )
The final extent of stormwater treatment basin maintenance will be evaluated in final design. The
opinion of probable cost located in Appendix B includes estimated costs associated with basin
maintenance based on past projects of similar size and assumes no contaminated soils will be
encountered.
The location of the stormwater basin to be evaluated is shown on the next page:
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 15
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 16
2.4.3 Public Watermain Improvements
The geotechnical investigation performed by Braun Intertec included a collection of soil samples
from the 2019 Street Reconstruction Project area that measured the corrosivity of the soil. The
results of the corrosivity testing indicate that the project area contains corrosive soils that impact
iron watermain pipe.
It is proposed that in conjunction with the street improvements within the project, the service life of
the existing watermain system be extended by installing corrosion protection. 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 reducing 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 at a lower cost than pipe repairs or main replacements.
In addition to the installation of corrosion protection along the watermain within the 2019 Street
Reconstruction Project area, all bolts at existing hydrants and watermain valves will be replaced
with stainless steel bolts, which are more resistant to the corrosive nature of the underlying soils .
The City’s maintenance records show dispersed and limited watermain breaks and maintenance
issues and therefore no watermain replacement is proposed with the 2019 Street Reconstruction
Project.
2.4.4 Public Sanitary Sewer Improvements
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. However, there will be minor improvements made to the existing system,
including the replacement of one sanitary sewer service line within the public right-of-way along
166th Street West.
Sanitary sewer manholes within the project area identified as needing new rings and/or castings
will be repaired as a part of this project. 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 repairs.
As part of a speparte City Project (C.P. #18-26 2018-2019 Inflow and Infiltration Improvement
Project), existing sanitary sewer main lines within the following streets will be lined with cured -in-
place pipe (CIPP):
▪ 164th Street West
▪ Kenreel Avenue
▪ Kenosah Avenue
▪ 166th Street West
▪ Lower 167th Street West
▪ Upper 167th Street West
▪ 168th Street West
▪ Kenmore Court
▪ Kenmore Drive
▪ 170th Street West
Construction sequencing will be coordinated between the two projects such that both are not
occurring simultaneously.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 17
2.4.5 Public Street Sign Replacement
All existing street signs within the project will be replaced with new street signs that meet the
Federal Highway Administration’s (FHWA) requirements for retro-reflectivity.
2.4.6 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 proposing to s alvage the existing mailbox and install
a new mailbox support that will meet both City Standards and United States Postal Service (USPS)
requirements.
2.4.7 Permits/Approvals
An NPDES permit for construction activity will be required since more than one (1) acre will be
disturbed by construction activities with the project.
A Dakota County Work in Right-of-Way user registration will be required for the contractor for any
county roads (i.e. CSAH 46/162nd Street and CSAH 5/Kenwood Trail) that may be used as a haul
route for the project.
A Work in Right-of-Way permit will be required for work within the Canadian Pacific Railway right -
of-way for the work proposed along Klamath Trail near 168th Street West.
A General Permit from the US Army Corps of Engineers will be required for any work that will impact
wetlands, however, it is anticipated that those impacts will qualify for a Utility Exemption and will
not require replacement provided the total impacts do not exceed 0.50 acres per the Wetland
Conservation Act requirements.
2.4.8 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.
2.4.9 Public Involvement
A public informational meeting was held for the project to discuss the proposed improvements. The
neighborhood meeting was conducted on June 21, 2018 for all property owners within the proposed
project area, and included information regarding the proposed improvements, funding, schedule,
and impacts associated with the project. The meeting was intended to update the property owners
on the status of the project and to solicit comments from property owners r egarding combining the
pavement reconstruction with efforts to extend the service life of the existing utilities, using
corrosion protection. Comment cards were made available to attendees at the meetings.
Summaries of the correspondence received, and questions and answers provided at the
informational meetings are included in Appendix E.
At the time of the Neighborhood Meeting, it was anticipated that additional streets would be
included in the scope of the 2019 Street Reconstruction Project improvements. However, as the
City works to finalize the scope of the improvements surrounding Orchard Lake, namely along 172 nd
Street and 175th Street, the City decided to delay that portion of the project south and west of
Klamath Trail (including Klamath Trail from 168th Street to the southerly intersection of Klamath
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 18
Trail and CSAH 5/Kenwood Trail) until 2020. This includes the following streets surrounding
Orchard Lake:
• Klamath Trail from 168th Street to the southerly intersection of Klamath Trail and CSAH
5/Kenwood Trail
• 168th Street West
• Lakeview Court
• Lake Hills Court
• Upper 167th Street
• Langley Avenue
• Lions Court
• 170th Street Wesr
• Judicial Road
• Liberty Beach Court
• Juneberry Court
• 175th Street Wesr
• Kodiak Avenue
• Kodiak Court
• 172nd Street West
The City sent a separate letter to residents owning property along all of the aforementioned streets
indicating that portion of the project will be constructed in 2020.
3. FINANCING
3.1 Opinion of Cost
A detailed opinion of cost for the project area can be found in Appendix B of this report. The opinion
of cost incorporates estimated 2019 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 2019 Street
Reconstruction Project.
Table 2 – 2019 Street Reconstruction Project
Probable Cost Summary
Schedule Amount
Schedule A – Surface Improvements – Urban Residential $ 5,428,068.30
Schedule B – Storm Sewer Improvements – Urban Residential $ 996,574.66
Schedule C – Sanitary Sewer Improvements $ 225,662.98
Schedule D – Watermain Improvements $ 844,129.44
Schedule E – Surface Improvements – Collector $ 627,945.96
Schedule F – Storm Sewer Improvements – Collector $ 61,908.00
Schedule G – Surface Improvements – Rural Residential $ 507,312.96
Schedule H – BMP on 166th Street West $ 192,896.00
Schedule I – Bid Alternate No. 1 – Pond Cleaning $ 71,808.00
TOTAL $ 8,956,306.30
3.2 Funding
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 19
Financing for the street and storm sewer improvements within the 2019 Street Reconstruction
Project will come from City Funds and Special Assessments.
The watermain repairs are proposed to be financed by the City’s Water Operating Fund. The
sanitary sewer repairs are proposed to be financed by the City’s Sanitary Sewer Operating Fund.
Stormwater basin maintenance work will be financed by the City’s Environmental Resources Fund.
The BMP is proposed to be financed by the City’s Storm Sewer Trunk Fund.
Special Assessments to benefitting properties are proposed to fund forty percent (40%) of the
roadway surface and storm sewer improvements identified to be reconstructed for the project, with
the remaining sixty percent (60%) funded using City Funds. Assessments for this project were
calculated on a per parcel (unit) basis as identified in the City’s Assessment Policy. Residential
Equivalent Units (REU) have been assigned to parcels that are used or zoned as anything other
than residential as indicated in the City of Lakeville Zoning Map.
Assessments for those properties along Klamath Trail that are classified under the Single Family
Unit Assessment Rate (Collector) shown below, were prorated based on assessable front footage
of benefitting properties. Assessable front footage along Klamath Trail is 73.51% of the total front
footage. Costs have been prorated as shown in the table below.
Table 2 – Surface Improvement Special Assessments
Street
Estimated
Surface and
Storm Sewer
Improvement
Costs
Prorated
for
Assessable
Frontage
(73.51%)
Assessable
Costs
(40%)
Residential
Equivalent
Units
Estimated Front
Foot
Assessment
Rate for Street
Improvements
Klamath
Trail $689,853.96 $507,111.65 $202,844.73 33 $6,146.81
The funding level anticipated through the levy of Special Assessments to benefitting property
owners for street and storm improvements is $2,975,628.06 with the following proposed
assessments:
▪ Single Family Unit Assessment Rate (Rural Residential) ................. $6,243.85 per unit
▪ Single Family Unit Assessment Rate (Urban Residential) ................ $4,430.79 per unit
▪ Single Family Unit Assessment Rate (Collector) ............................... $6,146.81 per unit
The proposed assessment roll is included in Appendix C of this report, along with Assessment
Maps highlighting the benefitting properties and the assessment calculations for benefitting
property owners.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 20
Table 3 – 2018 Street Reconstruction Project
Funding Summary
Funding Source Amount
Street and Storm Sewer Assessments (approximately 40%) $ 2,975,628.06
City CIP Funds $ 4,646,181.82
City Sanitary Sewer Operating Fund $ 225,662.98
City Water Operating Fund $ 844,129.44
City Storm Sewer Trunk Fund $ 192,896.00
City Environmental Resources Fund (basin maintenance) $ 71,808.00
TOTAL $ 8,956,306.30
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 21
4. PROJECT SCHEDULE
The proposed project schedule for the 2019 Street Reconstruction Project is as follows:
Neighborhood Meeting No. 1 ....................................................................................... June 21, 2018
Accept Feasibility Report / Set Improvement Hearing............................................ October 15, 2018
Public Hearing .................................................................................................... November 19, 2018
Open Bids / Compute Assessments ........................................................................... March 8, 2019
Declare Costs / Set Assessment Hearing… ............................................................. March 18, 2019
Assessment Hearing and Award Construction Contract ............................................. April 15, 2019
Begin Construction .................................................................................................. April / May 2019
2019 Substantial Completion… .................................................................................... October 2019
Final Completion… ................................................................................................... November 2019
* Schedule assumes any necessary private utility work is completed prior to the start of construction.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000 Page 22
5. FEASIBILITY AND RECOMMENDATION
The 2019 Street Reconstruction Project includes roadway reclamation, watermain improvements,
sanitary sewer improvements, storm sewer and water quality improvements, pedestrian ramp
installation, and spot repair and replacement of structurally deficient sidewalk and curb and gutter.
Structurally deficient storm and sanitary sewer manholes and storm sewer structures identified by
the City’s Public Works Department will also be replaced as a part of this project.
The total estimated cost for the 2019 Street Reconstruction Project including roadway, storm sewer,
sanitary sewer, and watermain improvements is $8,956,306.30. Proposed funding for the project
is provided through a combination of Special Assessments and City Funds. Construction costs are
based on anticipated construction costs for 2019.
This project is feasible, necessary, and cost-effective from an engineering standpoint. The project
feasibility is subject to financial review by the City. Based on the information contained in this
report, it is recommended to proceed with the improvements as outlined in this report.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
APPENDIX A
Location Map
Local Street – Collector
Local Street – Residential
§¨¦35
L A K E V I L L E
B U R N S V I L L E
CREDIT RIVER TWNSHPLAKEVILLESteveMichaudPark
Orchard Lake
ConservationArea
Orchard LakeConservationArea
DakotaHeightsPark
O
a
k
s
O
f L
a
k
e
V
ill
a
P
a
r
k
OakShoresPark
Oak ShoresPark
RollingOaks Park
HosannaChurch
KEOKUKAVE165TH ST W
IDALIAPA T HINTERLACHENB
L
V
DST E VE
NLNJALISCO TER EINGLEWOODDRJASPER PATH
IR
WINDALE W
AY
JONQUIL AVEI
P
S
WI
C
H
WA
Y
J
A
S
P
E
R L
N
J
A
S
P
E
R L
N
KIN
GSCT
JUNELLE PATH161ST ST WJA VE LIN A V EKENDALE CIRJ
ONQUI
L
T
RL
KEOKUK AVE
K
E
N
O
R
A
C
T
JASPER CT
JASPER CIR
ROLLIE RD1
6
1
ST ST WOAKSHOREDR
R O B E R T R D
I N G L E W O O D C T
K
I
N
G
S
WOOD
C
I
R JEFFREY RDJONQUIL AVEP RIVA
TERDJACANA CT
JACKPINE CT
IXONIAPATH INNSBROOK CIRJAGUAR CTINLAND CIRJOPLIN AVE1 7 0 T H S T W JEWEL AVEJACOBITE CTJACK P IN E WAY
KERRICKCT162ND CT WKIN
G
S
W
O
O
D D
R
173RD ST W
LOWER 167TH ST W
ITALY CTIN LA N D C T
IS
L
E
T
ONAVEITHA
C
A CT
IDLEW OOD CTJAYBELL CT173RD ST W
173RD ST W
I
RWINCTLANCASTER CTIRWINDALE CT
ITEN CT NI N N S B R O O K D R
IXONIA CTLAKE OAK CIRK IN G S W O O D C TI
R
WI
N
T
ON
C
I
R
166THSTW
IXONIAAVE1 6 1 S T S T W
ITEN CT SLINCH AVEJAZZ CT
KERRICK CTKINGSLEY CTICELANDTRL1 7 7 T H C I R W
176TH ST W
172ND ST W J E F F E R S O N C T ISANTI CT172ND ST W
LAKE HILLS CT
KODIAK AVEJAVELINAVE166TH ST W
J AL I S C O W AYKENMORE DRJU NEBERRY CT
162ND ST W
KENMORE CT
164TH ST W
KING S PLKENSETT PATHISLETON CTJERSEY CTIONIA CTANNE LN
167TH STW
O
A
K C
U
R
V
JARRETT CIRJAVALNU P P E R 1 6 7 T H S T W
JADECTJASMINEAVE167T H C T W
ISOSCELLESAVEKLAMATHTE
RJACARANDAWAYIPSWICH W A Y
KODIAK CTLIBERTY BEACH CTJ A C K D A W P A THJAVA CIR
KLAMATH CT163RDSTW
170TH CT W
171ST ST W1 7 3 R D ST WJATOSCIR
IONIA PATHL O G A R T O L N
JUNELLEPATH
ANITA LN
JALISC
O
CTDUPONT AVEJONATHAN CT1 7 5 T H C T W
ITALY
P
A
T
HJEFFERSON AVEKENWORT
H CT
UPP E R 173R D CT W
J
ONRAY CTCRYSTAL HILLS LNJACQUARAAVEPRIVATERD
I
CELAND CTJADETERJORDANC TOAK CURVJO
Y
A
V
E
176TH CIR W
170TH ST WLAKEVIEWCT
SHIRLEY LN I
C
ON
T
R
L
173RD ST W JAGUARA
V
E
170TH ST W
177TH ST W
IR
E
D
A
LE C
T
IPAVA AVEPRIVATE RD JAMAICAAVE169THSTW
ILLINOIS CTITASCA TRLILLINOIS AVE167TH S T W
PRIVATE RDKENNARDCT IMPERI
ALCI
R
175TH ST W
JARREAU CT
J
ACKSONVI
LLE CTJASPER P AT H
175TH ST W
175T H ST W
I
REDALEPATHJAGUAR PLJOYC T
JUNELLE CTTHOMAS RDID ESCIRKNOLLS PATH
ISLAND AVELANDMARK CTJACKSON TRL171ST ST W
INDIGO RD
K E T T E R IN G T R LJUDICIAL RD1 6 1 S T S T W
J
A
V
ACTSJAVARICT
OAK SHORE DR S
CRYSTALHILLSDRKLAMATH TRL
JAVA CT NMICHEAL RDJOPLINAVEJO S IE R D
178 T H S T WJASMINECTJERSEYAVEJACAMAR WAYITHACALNKENRICKAVEK E N R IC K A V EKEY
STONE
A
V
E JONQUILAVE176 T H STWJONQUILAVE
JACKRABBIT PATHJALISCO TER WLIONSCT
JACKSON TRLICOSA STKENYON AVE175TH ST W
KENYON AVEISLETONAVEJ O N Q U IL T R L CRYSTAL HI
LLS CI
RO
AKSHOREDR
173RD CT WLINCH
P
A
THKENTTRLJASPERTRL IMPERIALCT170TH ST WKENOSHA AVEKIRBEN AVEJ A V ELINCTK
E
NDALEDRKEYSTON
E
CT
JALISCO LNK
E
N
R
E
E
L
A
V
EKRAFTONAVE
PRIVATERDICELAN
D
T
RLKENORA WAY
1 6 8 T H ST W
KENYON AVEJONQUIL AVEJASPERLN
J
U
N
E
L
L
E
PATHINLAND LOOPUPPER 167TH ST W
IDLEWOOD WAYJACKPINETRL
JAGUARPA
TH IMPERIAL WAYKNOL
L
SPATH176THCTUPPER 161ST S T W
JOPLINPATH
K
E
T
CHI
KANTRL166TH ST W
JUDICIAL RDJERSEYWAY163RD ST W
JAMISONPATHKENWORTH LN
16 8 T H ST W
PRI
VATE RDJ
OPLINWAYI
SLANDTERKENTUCKYAVE163RD ST W
SI
NDEY
L
NJOPLINWAYLAI
GLE AVELOWER 167TH ST W
163RD ST W
JU NIPER PATHLAYTON PATH KENRICKLOOPB U C K H IL L R D
INNSBROOKDR175TH ST W
162ND ST W
K
E
N
WO
O
D
T
R
L ISLETO N W A Y
K
E
N
WOOD
T
R
L
Kingsley Lake
Lee Lake
Orchard Lake
Lakeville Streets
Burnsville Streets ²0 800 1,600400Feet
Figure 1.2019 Street Recon Project Area
VARIES VARIES
VARIES
R/W R/W℄
BLVD
INSET A
2.0%2.0%4.0%1:4 MAX
1:4 MA
X
PROFILE GRADE
URBAN COLLECTOR STREET
PORTIONS OF KLAMATH TRAIL
B618/D412 CONCRETE
CURB & GUTTER
B618/D412 CONCRETE
CURB & GUTTER
2" TYPE SP 9.5 WEAR COURSE MIX (3,C) (SPWEA340C)
2357 BITUMINOUS TACK COAT
2" TYPE SP 12.5 NON-WEAR COURSE MIX (3,C) (SPNWB330C)
MINIMUM 6" RECLAIMED AGGREGATE BASE
INSET A
COLLECTOR STREET SECTION
12" APPROVED SUBGRADE
28'-50' B-B (TYP.)
VARIES VARIES
R/W R/W℄
INSET A
2.0%2.0%2.0%
1:4 MAX
1:4 MA
X
PROFILE GRADE
RURAL COLLECTOR STREET
PORTIONS OF KLAMATH TRAIL
CLASS 2
AGGREGATE
SHOULDER
CLASS 2
AGGREGATE
SHOULDER
28'-50' B-B (TYP.)
VARIES10' EX. BIT
VARIES
BLVD
1:4 MA
X
1:4 MAX
TRAIL
2.0%VARIES
VARIES
VARIES
BLVD
1:4 MA
X
1:4 MAX
10' EX. BIT
TRAIL
2.0%
WSB
WSB PROJECT NO.:K:\012165-000\Cad\Exhibits\01265-000 Feasibility Report - Typical Sections.dwg 9/18/2018 1:27:43 PMFIGURE 2
012165-000
2019 STREET RECONSTRUCTION PROJECT
CITY OF LAKEVILLE, MINNESOTA
TYPICAL SECTION - COLLECTOR STREET
30'30'
VARIES5'
VARIES
VARIES 5'
VARIES
R/W R/W℄
EX.
CONC
WALK
VAIRES
EX.
CONC
WALK
VARIES
BLVD BLVD
INSET B
EX. CONCRETE WALK
SEE REPORT SECTION 2.3.1
ROADWAY SURFACE FOR
STREETS WITH SIDEWALKS
3.125%3.125%2.0%4.0%4.0%2.0%1:4 MA
X
1:4 MAX
1:4 MAX
1:4 MA
X
PROFILE GRADE
URBAN RESIDENTIAL STREET
B618/ D412
CONCRETE CURB &
GUTTER*
B618/ D412
CONCRETE CURB &
GUTTER*
1.5" TYPE SP 9.5 WEAR COURSE MIX (2,C) (SPWEA240C)
2357 BITUMINOUS TACK COAT
2" TYPE SP 12.5 NON-WEAR COURSE MIX (2,C) (SPNWB230C)
MINIMUM 6' RECLAIMED AGGREGATE BASE
INSET B
RESIDENTIAL STREET SECTION
12" APPROVED SUBGRADE
32' B-B (TYP.)
VARIES VARIES
R/W R/W℄
INSET B
3.125%3.125%
1:4 MA
X
1:4 MAX
PROFILE GRADE
RURAL RESIDENTIAL STREET
CLASS 2
AGGREGATE
SHOULDER VARIES
CLASS 2
AGGREGATE
SHOULDER VARIES
24'-34' B-B (TYP.)
1:4 MAX
1:4 MA
X
VARIESVARIES
1'1'
KNOLLS PATH, 162ND STREET W, 162ND COURT W, LINCH AVENUE, 163RD STREET W
*SURMOUNTABLE CURB & GUTTER EXISTS ALONG 164TH STREET WEST, KENREEL AVENUE,
KENOSHA AVENUE, 166TH STREET WEST, LOWER 167TH STREET WEST, UPPER 167TH STREET
WEST, 168TH STREET WEST, KENMORE DRIVE, KENMORE COURT, AND 170TH STREET WEST
WSB
WSB PROJECT NO.:K:\012165-000\Cad\Exhibits\01265-000 Feasibility Report - Typical Sections.dwg 9/18/2018 1:27:45 PMFIGURE 3
012165-000
2019 STREET RECONSTRUCTION PROJECT
CITY OF LAKEVILLE, MINNESOTA
TYPICAL SECTIONS - RESIDENTIAL STREET
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
APPENDIX B
Opinion of Probable Cost
WSB Project:2019 Street Reconstruction Project Design By:MLH, AOG
Project Location:Lakeville Checked By:MRH
City Project No.:19-02
WSB Project No:012165-000 Date:9/19/2018
Item
No.
MN/DOT
Specification
No.
Description Unit Estimated Total
Quantity
Estimated Unit
Price
Estimated Total
Cost
1 2021.501 MOBILIZATION LS 1 183,579.15$ 183,579.15$
2 2101.502 CLEARING TREE 10 200.00$ 2,000.00$
3 2101.507 GRUBBING TREE 10 150.00$ 1,500.00$
4 2104.501 REMOVE CONCRETE CURB L F 52000 4.00$ 208,000.00$
5 2104.503 REMOVE CONCRETE WALK S F 1545 1.00$ 1,545.00$
6 2104.503 REMOVE BITUMINOUS WALK S F 480 1.00$ 480.00$
7 2104.505 REMOVE BITUMINOUS PAVEMENT S Y 200 12.00$ 2,400.00$
8 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 2570 7.00$ 17,990.00$
9 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 760 10.00$ 7,600.00$
10 2104.509 REMOVE SIGN EACH 110 28.00$ 3,080.00$
11 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES L S 1 25,000.00$ 25,000.00$
12 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 85 60.00$ 5,100.00$
13 2104.618 SALVAGE AND REINSTALL STONE PAVER DRIVEWAY S F 546 23.00$ 12,558.00$
14 2105.501 COMMON EXCAVATION C Y 2250 25.00$ 56,250.00$
15 2105.507 SUBGRADE EXCAVATION C Y 1130 30.00$ 33,900.00$
16 2105.507 SELECT GRANULAR BORROW (CV)C Y 1960 35.00$ 68,600.00$
17 2105.515 EXPLORATORY EXCAVATION HOUR 10 250.00$ 2,500.00$
18 2105.543 STABILIZING AGGREGATE TON 850 24.00$ 20,400.00$
19 2105.604 GEOTEXTILE FABRIC TYPE V SY 1250 2.00$ 2,500.00$
20 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 120 135.00$ 16,200.00$
21 2130.501 WATER MGAL 175 35.00$ 6,125.00$
22 2131.502 CALCIUM CHLORIDE SOLUTION GAL 3644 1.00$ 3,644.00$
23 2211.502 AGGREGATE BASE (LV) CLASS 5 CY 200 30.00$ 6,000.00$
24 2215.501 FULL DEPTH RECLAMATION SY 135000 3.00$ 405,000.00$
25 2232.501 MILL BITUMINOUS STEP JOINT LF 1000 3.00$ 3,000.00$
26 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 7430 2.00$ 14,860.00$
27 2360.501 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 12600 49.00$ 617,400.00$
28 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON 16800 49.00$ 823,200.00$
29 2360.503 TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK SY 2950 30.00$ 88,500.00$
30 2504.602 IRRIGATION SYSTEM REPAIR EACH 80 200.00$ 16,000.00$
31 2505.601 UTILITY COORDINATION LS 1 7,000.00$ 7,000.00$
32 2521.501 5" CONCRETE WALK SF 1065 10.00$ 10,650.00$
33 2521.501 6" CONCRETE WALK SF 1380 13.00$ 17,940.00$
34 2531.501 CONCRETE CURB & GUTTER DESIGN D412 LF 35000 15.00$ 525,000.00$
35 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LF 6000 18.00$ 108,000.00$
36 2531.501 CONCRETE CURB & GUTTER DESIGN SURMOUNTABLE LF 12000 16.00$ 192,000.00$
37 2531.507 7" CONCRETE DRIVEWAY PAVEMENT SY 700 67.00$ 46,900.00$
38 2531.507 7" CONCRETE DRIVEWAY PAVEMENT (SPECIAL) SY 60 85.00$ 5,100.00$
39 2531.602 INSTALL CONCRETE APRON SY 30 120.00$ 3,600.00$
40 2531.618 TRUNCATED DOMES SF 256 46.00$ 11,776.00$
41 2531.618 ADA COMPLIANCE SUPERVISOR LS 1 2,000.00$ 2,000.00$
42 2540.602 MAIL BOX EACH 50 28.00$ 1,400.00$
43 2540.602 MAIL BOX SUPPORT EACH 50 50.00$ 2,500.00$
44 2540.602 MAIL BOX (TEMPORARY)EACH 753 25.00$ 18,825.00$
45 2557.602 REPAIR DOG FENCE EACH 110 85.00$ 9,350.00$
46 2563.601 TRAFFIC CONTROL LS 1 35,000.00$ 35,000.00$
47 2573.502 SILT FENCE, TYPE HI LF 250 5.00$ 1,250.00$
48 2573.533 SEDIMENT CONTROL LOG TYPE ROCK LF 250 7.00$ 1,750.00$
49 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF 500 3.00$ 1,500.00$
50 2573.535 STABILIZED CONSTRUCTION EXIT EACH 13 750.00$ 9,750.00$
51 2573.550 EROSION CONTROL SUPERVISOR LS 1 3,000.00$ 3,000.00$
52 2574.525 BOULEVARD TOPSOIL BORROW (LV)CY 200 45.00$ 9,000.00$
53 2575.523 EROSION CONTROL BLANKET CATEGORY 3N/2S STRAW SY 200 2.00$ 400.00$
54 2575.535 WATER (TURF ESTABLISHMENT)MGAL 515 40.00$ 20,600.00$
55 2575.560 HYDROMULCH SY 22960 6.00$ 137,760.00$
56 2575.571 RAPID STABILIZATION METHOD 3 (HYDROMULCH) MGAL 20 350.00$ 7,000.00$
57 2575.572 RAPID STABILIZATION METHOD 4 (BLANKET)SY 200 6.00$ 1,200.00$
58 - STREET SIGNS (INSTALLED BY CITY)LS 1 10,000.00$ 10,000.00$
CONSTRUCTION TOTAL 3,855,162.15$
CONTINGENCY TOTAL (10%) 385,516.22$
SUBTOTAL 4,240,678.37$
INDIRECT COST TOTAL (28%) 1,187,389.94$
TOTAL 5,428,068.31$
59 2021.501 MOBILIZATION LS 1 33,704.50$ 33,704.50$
B. STORM SEWER IMPROVEMENTS - URBAN RESIDENTIAL
A. SURFACE IMPROVEMENTS - URBAN RESIDENTIAL
OPINION OF PROBABLE COST
60 2104.501 REMOVE SEWER PIPE (STORM)LF 2600 10.00$ 26,000.00$
61 2104.501 REMOVE PVC DRAIN TILE LF 150 4.00$ 600.00$
62 2104.509 REMOVE DRAINAGE STRUCTURE EACH 103 400.00$ 41,200.00$
63 2104.509 REMOVE CASTING EACH 59 80.00$ 4,720.00$
64 2105.601 DEWATERING LS 1 2,000.00$ 2,000.00$
65 2501.503 28" SPAN RC PIPE-ARCH CULV CL IIA LF 16 150.00$ 2,400.00$
66 2501.515 15" RC PIPE APRON EACH 1 1,000.00$ 1,000.00$
67 2502.521 4" TP PIPE DRAIN LF 100 22.00$ 2,200.00$
68 2502.541 4" PERF TP PIPE DRAIN LF 150 22.00$ 3,300.00$
69 2502.541 6" PERF TP PIPE DRAIN LF 150 28.00$ 4,200.00$
70 2502.602 4" TP PIPE DRAIN CLEAN OUT EACH 3 150.00$ 450.00$
71 2502.602 6" TP PIPE DRAIN CLEAN OUT EACH 5 250.00$ 1,250.00$
72 2503.541 12" RC PIPE SEWER DES 3006 CL V LF 950 50.00$ 47,500.00$
73 2503.541 15" RC PIPE SEWER DES 3006 CL V LF 930 55.00$ 51,150.00$
74 2503.541 18" RC PIPE SEWER DES 3006 CL III LF 410 60.00$ 24,600.00$
75 2503.541 24" RC PIPE SEWER DES 3006 CL III LF 70 65.00$ 4,550.00$
76 2503.541 27" RC PIPE SEWER DES 3006 CL III LF 110 70.00$ 7,700.00$
77 2503.541 30" RC PIPE SEWER DES 3006 CL III LF 8 90.00$ 720.00$
78 2503.541 33" RC PIPE SEWER DES 3006 CL III LF 70 100.00$ 7,000.00$
79 2503.541 48" RC PIPE SEWER DES 3006 CL III LF 60 280.00$ 16,800.00$
80 2503.603 12" DUCTILE IRON PIPE SEWER CL 52 LF 40 80.00$ 3,200.00$
81 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 LF 180 550.00$ 99,000.00$
82 2506.501 CONST DRAINAGE STRUCTURE DES 60-4020 LF 100 650.00$ 65,000.00$
83 2506.501 CONST DRAINAGE STRUCTURE DES 72-4020 LF 30 800.00$ 24,000.00$
84 2506.502 CONST DRAINAGE STRUCTURE DES SPECIAL (2X3) EACH 46 2,000.00$ 92,000.00$
85 2506.516 CASTING ASSEMBLY EACH 53 700.00$ 37,100.00$
86 2506.522 ADJUST FRAME & RING CASTING EACH 21 450.00$ 9,450.00$
87 2506.602 CHIMNEY SEALS EACH 14 200.00$ 2,800.00$
88 2506.603 6" TOP SLAB FOR 48-4020 STRUCTURE EACH 18 1,500.00$ 27,000.00$
89 2506.603 8" TOP SLAB FOR 72-4020 STRUCTURE EACH 1 2,500.00$ 2,500.00$
90 2506.603 STRUCTURE INTERIOR CONCRETE WORK - RE-POUR INVERT EACH 40 700.00$ 28,000.00$
91 2506.603 STRUCTURE INTERIOR CONCRETE WORK - RE-GROUT DOGHOUSES EACH 52 275.00$ 14,300.00$
92 2511.501 RANDOM RIPRAP CLASS III CY 15 120.00$ 1,800.00$
93 2573.530 STORM DRAIN INLET PROTECTION EACH 155 120.00$ 18,600.00$
CONSTRUCTION TOTAL 707,794.50$
CONTINGENCY TOTAL (10%) 70,779.45$
SUBTOTAL 778,573.95$
INDIRECT COST TOTAL (28%) 218,000.71$
TOTAL 996,574.66$
94 2021.501 MOBILIZATION LS 1 7,632.00$ 7,632.00$
95 2104.501 REMOVE SEWER PIPE (SANITARY)LF 20 13.00$ 260.00$
96 2104.509 REMOVE CASTING EACH 18 80.00$ 1,440.00$
97 2105.602 EXCAVATE TO LOCATE SERVICE EACH 1 1,800.00$ 1,800.00$
98 2503.511 4" PVC PIPE SEWER LF 20 80.00$ 1,600.00$
99 2503.511 8" PVC PIPE SEWER LF 20 100.00$ 2,000.00$
100 2503.602 RECONNECT TO EXISTING SANITARY SEWER SER EACH 1 1,300.00$ 1,300.00$
101 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 1 1,500.00$ 1,500.00$
102 2506.502 RECONSTRUCT SANITARY SEWER MANHOLE EACH 2 3,000.00$ 6,000.00$
103 2506.516 CASTING ASSEMBLY EACH 18 650.00$ 11,700.00$
104 2506.522 ADJUST FRAME & RING CASTING EACH 175 500.00$ 87,500.00$
105 2506.602 CHIMNEY SEALS EACH 193 180.00$ 34,740.00$
106 2506.602 SANITARY LID (R-1642)EACH 7 400.00$ 2,800.00$
CONSTRUCTION TOTAL 160,272.00$
CONTINGENCY TOTAL (10%) 16,027.20$
SUBTOTAL 176,299.20$
INDIRECT COST TOTAL (28%) 49,363.78$
TOTAL 225,662.98$
107 2021.501 MOBILIZATION LS 1 28,548.75$ 28,548.75$
108 2104.509 REMOVE HYDRANT EACH 1 600.00$ 600.00$
109 2105.515 EXPLORATORY EXCAVATION HOUR 5 250.00$ 1,250.00$
110 2105.601 DEWATERING LS 1 2,000.00$ 2,000.00$
111 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON 30 30.00$ 900.00$
112 2504.602 ADJUST HYDRANT EACH 1 1,400.00$ 1,400.00$
113 2504.602 HYDRANT EACH 1 5,000.00$ 5,000.00$
114 2504.602 6" GATE VALVE & BOX EACH 1 3,000.00$ 3,000.00$
115 2504.602 8" GATE VALVE & BOX EACH 1 4,000.00$ 4,000.00$
116 2504.603 SACRIFICIAL ANODE BAG (32 LB)EACH 195 175.00$ 34,125.00$
117 2504.603 BOLT & VALVE BOX REPLACEMENT - VALVE EACH 82 2,400.00$ 196,800.00$
118 2504.603 BOLT & VALVE BOX REPLACEMENT - HYDRANT & HYDRANT VALVE EACH 113 2,800.00$ 316,400.00$
119 2504.603 6" WATERMAIN DUCTILE IRON CL 52 L F 20 80.00$ 1,600.00$
120 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 20 80.00$ 1,600.00$
121 2504.604 4" POLYSTYRENE INSULATION SY 20 40.00$ 800.00$
122 2504.608 DUCTILE IRON FITTINGS LB 150 10.00$ 1,500.00$
CONSTRUCTION TOTAL 599,523.75$
CONTINGENCY TOTAL (10%) 59,952.38$
C. SANITARY SEWER IMPROVEMENTS
D. WATERMAIN IMPROVEMENTS
SUBTOTAL 659,476.13$
INDIRECT COST TOTAL (28%) 184,653.32$
TOTAL 844,129.44$
123 2021.501 MOBILIZATION LS 1 21,237.35$ 21,237.35$
124 2101.502 CLEARING TREE 4 200.00$ 800.00$
125 2101.507 GRUBBING TREE 4 150.00$ 600.00$
126 2104.501 REMOVE CONCRETE CURB LF 1950 4.00$ 7,800.00$
127 2104.503 REMOVE BITUMINOUS WALK SF 1200 1.00$ 1,200.00$
128 2104.505 REMOVE BITUMINOUS PAVEMENT SY 100 8.00$ 800.00$
129 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 90 11.00$ 990.00$
130 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 14 18.00$ 252.00$
131 2104.509 REMOVE SIGN EACH 15 30.00$ 450.00$
132 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 3,000.00$ 3,000.00$
133 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 5 60.00$ 300.00$
134 2105.507 SUBGRADE EXCAVATION CY 120 30.00$ 3,600.00$
135 2105.515 EXPLORATORY EXCAVATION HOUR 5 250.00$ 1,250.00$
136 2105.543 STABILIZING AGGREGATE TON 71 24.00$ 1,704.00$
137 2105.604 GEOTEXTILE FABRIC TYPE V SY 500 2.00$ 1,000.00$
138 2118.507 AGGREGATE SURFACING (LV) CLASS 2 CY 79 30.00$ 2,370.00$
139 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 10 130.00$ 1,300.00$
140 2130.501 WATER MGAL 30 35.00$ 1,050.00$
141 2131.502 CALCIUM CHLORIDE SOLUTION GAL 930 1.00$ 930.00$
142 2215.501 FULL DEPTH RECLAMATION SY 13650 3.00$ 40,950.00$
143 2232.501 MILL BITUMINOUS STEP JOINT LF 125 3.00$ 375.00$
144 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 760 2.00$ 1,520.00$
145 2360.501 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 1850 53.00$ 98,050.00$
146 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON 1850 53.00$ 98,050.00$
147 2360.503 TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK (DRIVEWAY) SY 100 30.00$ 3,000.00$
148 2505.601 UTILITY COORDINATION LS 1 500.00$ 500.00$
149 2521.501 6" CONCRETE WALK SF 800 14.00$ 11,200.00$
150 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LF 2950 18.00$ 53,100.00$
151 2531.507 7" CONCRETE DRIVEWAY PAVEMENT SY 14 70.00$ 980.00$
152 2531.602 INSTALL CONCRETE APRON SY 70 90.00$ 6,300.00$
153 2531.618 TRUNCATED DOMES SF 160 45.00$ 7,200.00$
154 2531.618 ADA COMPLIANCE SUPERVISOR LS 1 1,000.00$ 1,000.00$
155 2540.602 MAIL BOX EACH 2 28.00$ 56.00$
156 2540.602 MAIL BOX SUPPORT EACH 2 50.00$ 100.00$
157 2540.602 MAIL BOX (TEMPORARY)EACH 8 30.00$ 240.00$
158 2554.603 INSTALL GUARDRAIL LF 270 50.00$ 13,500.00$
159 2557.602 REPAIR DOG FENCE EACH 5 80.00$ 400.00$
160 2563.601 TRAFFIC CONTROL LS 1 10,000.00$ 10,000.00$
161 2565.602 RIGID PVC LOOP DETECTOR 6' X 6'EACH 7 1,200.00$ 8,400.00$
162 2573.502 SILT FENCE, TYPE HI LF 250 5.00$ 1,250.00$
163 2573.533 SEDIMENT CONTROL LOG TYPE ROCK LF 100 7.00$ 700.00$
164 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF 200 3.00$ 600.00$
165 2573.535 STABILIZED CONSTRUCTION EXIT EACH 2 1,000.00$ 2,000.00$
166 2573.550 EROSION CONTROL SUPERVISOR LS 1 1,000.00$ 1,000.00$
167 2574.525 BOULEVARD TOPSOIL BORROW (LV)CY 80 45.00$ 3,600.00$
168 2575.523 EROSION CONTROL BLANKET CATEGORY 3N/2S STRAW SY 150 3.00$ 450.00$
169 2575.535 WATER (TURF ESTABLISHMENT)MGAL 100 40.00$ 4,000.00$
170 2575.560 HYDROMULCH SY 1930 6.00$ 11,580.00$
171 2575.571 RAPID STABILIZATION METHOD 3 (HYDROMULCH) MGAL 10 350.00$ 3,500.00$
172 2575.572 RAPID STABILIZATION METHOD 4 (BLANKET)SY 50 6.00$ 300.00$
173 2582.501 PAVT MSSG PAINT SF 50 4.00$ 200.00$
174 2582.502 4" DBLE SOLID LINE PAINT LF 4200 1.00$ 4,200.00$
175 2582.502 4" SOLID LINE PAINT LF 8400 0.50$ 4,200.00$
176 2582.502 4" BROKEN LINE PAINT LF 40 1.00$ 40.00$
177 2582.502 12" SOLID LINE PAINT LF 150 2.00$ 300.00$
178 2582.502 24" SOLID LINE PAINT LF 30 5.00$ 150.00$
179 2582.503 CROSSWALK PAINT SF 180 2.00$ 360.00$
180 - STREET SIGNS (INSTALLED BY CITY)LS 1 2,000.00$ 2,000.00$
CONSTRUCTION TOTAL 445,984.35$
CONTINGENCY TOTAL (10%) 44,598.44$
SUBTOTAL 490,582.79$
INDIRECT COST TOTAL (28%) 137,363.18$
TOTAL 627,945.96$
181 2021.501 MOBILIZATION LS 1 2,093.75$ 2,093.75$
182 2104.509 REMOVE CASTING EACH 3 100.00$ 300.00$
183 2503.541 15" RC PIPE SEWER DES 3006 CL V LF 250 55.00$ 13,750.00$
184 2503.541 18" RC PIPE SEWER DES 3006 CL III LF 100 60.00$ 6,000.00$
185 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020 LF 20 550.00$ 11,000.00$
186 2506.516 CASTING ASSEMBLY EACH 3 700.00$ 2,100.00$
187 2506.522 ADJUST FRAME & RING CASTING EACH 10 600.00$ 6,000.00$
188 2506.602 CHIMNEY SEALS EACH 5 200.00$ 1,000.00$
189 2506.603 STRUCTURE INTERIOR CONCRETE WORK - RE-GROUT DOGHOUSES EACH 3 275.00$ 825.00$
F. STORM SEWER IMPROVEMENTS - COLLECTOR
E. SURFACE IMPROVEMENTS - COLLECTOR
190 2573.530 STORM DRAIN INLET PROTECTION EACH 9 100.00$ 900.00$
CONSTRUCTION TOTAL 43,968.75$
CONTINGENCY TOTAL (10%) 4,396.88$
SUBTOTAL 48,365.63$
INDIRECT COST TOTAL (28%) 13,542.38$
TOTAL 61,908.00$
191 2021.501 MOBILIZATION LS 1 17,157.50$ 17,157.50$
192 2101.502 CLEARING TREE 2 200.00$ 400.00$
193 2101.507 GRUBBING TREE 2 150.00$ 300.00$
194 2104.505 REMOVE BITUMINOUS PAVEMENT SY 80 12.00$ 960.00$
195 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 320 7.00$ 2,240.00$
196 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 110 10.00$ 1,100.00$
197 2104.509 REMOVE SIGN EACH 40 28.00$ 1,120.00$
198 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 8,000.00$ 8,000.00$
199 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 10 60.00$ 600.00$
200 2104.618 SALVAGE AND REINSTALL STONE PAVER DRIVEWAY SF 90 25.00$ 2,250.00$
201 2105.501 COMMON EXCAVATION CY 30 25.00$ 750.00$
202 2105.507 SUBGRADE EXCAVATION CY 150 30.00$ 4,500.00$
203 2105.515 EXPLORATORY EXCAVATION HOUR 5 250.00$ 1,250.00$
204 2105.543 STABILIZING AGGREGATE TON 180 20.00$ 3,600.00$
205 2105.604 GEOTEXTILE FABRIC TYPE V SY 500 2.00$ 1,000.00$
206 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 30 130.00$ 3,900.00$
207 2130.501 WATER MGAL 30 35.00$ 1,050.00$
208 2131.502 CALCIUM CHLORIDE SOLUTION GAL 1190 2.00$ 2,380.00$
209 2211.502 AGGREGATE BASE (LV) CLASS 5 CY 50 30.00$ 1,500.00$
210 2215.501 FULL DEPTH RECLAMATION SY 17580 3.00$ 52,740.00$
211 2232.501 MILL BITUMINOUS STEP JOINT LF 715 3.00$ 2,145.00$
212 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 970 2.00$ 1,940.00$
213 2360.501 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 1640 49.00$ 80,360.00$
214 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON 2190 49.00$ 107,310.00$
215 2360.503 TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK (DRIVEWAY) SY 320 25.00$ 8,000.00$
216 2505.601 UTILITY COORDINATION LS 1 5,000.00$ 5,000.00$
217 2531.507 7" CONCRETE DRIVEWAY PAVEMENT SY 110 65.00$ 7,150.00$
218 2531.618 ADA COMPLIANCE SUPERVISOR LS 1 250.00$ 250.00$
219 2540.602 MAIL BOX EACH 5 28.00$ 140.00$
220 2540.602 MAIL BOX SUPPORT EACH 5 50.00$ 250.00$
221 2540.602 MAIL BOX (TEMPORARY)EACH 93 25.00$ 2,325.00$
222 2557.602 REPAIR DOG FENCE EACH 10 80.00$ 800.00$
223 2563.601 TRAFFIC CONTROL LS 1 5,000.00$ 5,000.00$
224 2573.502 SILT FENCE, TYPE MS LF 600 3.00$ 1,800.00$
225 2573.533 SEDIMENT CONTROL LOG TYPE ROCK LF 300 6.00$ 1,800.00$
226 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER LF 500 2.00$ 1,000.00$
227 2573.535 STABILIZED CONSTRUCTION EXIT EACH 2 1,000.00$ 2,000.00$
228 2573.550 EROSION CONTROL SUPERVISOR LS 1 2,500.00$ 2,500.00$
229 2574.525 BOULEVARD TOPSOIL BORROW (LV)CY 50 30.00$ 1,500.00$
230 2575.523 EROSION CONTROL BLANKET CATEGORY 3N/2S STRAW SY 200 2.00$ 400.00$
231 2575.535 WATER (TURF ESTABLISHMENT)MGAL 100 40.00$ 4,000.00$
232 2575.560 HYDROMULCH SY 1340 6.00$ 8,040.00$
233 2575.571 RAPID STABILIZATION METHOD 3 (HYDROMULCH) MGAL 20 350.00$ 7,000.00$
234 2575.572 RAPID STABILIZATION METHOD 4 (BLANKET)SY 200 4.00$ 800.00$
235 - STREET SIGNS (INSTALLED BY CITY)LS 1 2,000.00$ 2,000.00$
CONSTRUCTION TOTAL 360,307.50$
CONTINGENCY TOTAL (10%) 36,030.75$
SUBTOTAL 396,338.25$
INDIRECT COST TOTAL (28%) 110,974.71$
TOTAL 507,312.96$
236 - BMP FILTRATION DEVICE LS 1 137,000.00$ 137,000.00$
CONSTRUCTION TOTAL 137,000.00$
CONTINGENCY TOTAL (10%) 13,700.00$
SUBTOTAL 150,700.00$
INDIRECT COST TOTAL (28%) 42,196.00$
TOTAL 192,896.00$
237 - POND CLEANING LS 1 51,000.00$ 51,000.00$
CONSTRUCTION TOTAL 51,000.00$
CONTINGENCY TOTAL (10%) 5,100.00$
SUBTOTAL 56,100.00$
INDIRECT COST TOTAL (28%) 15,708.00$
TOTAL 71,808.00$
GRAND TOTAL 8,884,498.30$
GRAND TOTAL WITH BID ALTERNATE NO. 1 8,956,306.30$
I. BID ALTERNATE NO. 1 - POND CLEANING
H. BMP ON 166TH STREET WEST
G. SURFACE IMPROVEMENTS - RURAL RESIDENTIAL
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
APPENDIX C
Assessment ID Project Map
Assessment Roll
CCC C C C
CCCC
C
CCC
C INGLEWOODDRINTERSTATE35IPAVA AVE1 6 1 S T S T W
1 6 2 ND STW
R
A
MPINTERSTATE35NBRAMPJAMAICAAVEKENRICKAVEJAVA LNLACLAVONDR162ND ST W
165TH ST W
MAPLE ISLAND RD
157THSTEOAKSHORE DRJOPLINAVE
JAGUAR AVEJEWEL AVEOAKCURVJAZZCT
BLUEBILLBAYRD
INTERLACH
E
N
BLVD
JARRETT CIRDALLY ST
J AVACIRKENRICKLOOP JATOSCIRL O G A R T O L NBUCK HILL RDOAKSHOREDR
S
JACQUARA AVEJOSEPH ST
1 6 1 S T S T W
ITASCA TRLJARREAU
C
TISLETONW AYJAVARI CTCRYSTALHILLSDROAKSHOREDRPERS H I NGCIR
MAPLEISLANDC T
CRYSTALHILLSCIR
UPPER 161ST ST W
163RDSTW
JAMISONPATH156TH ST EJOPLIN WAY163RD ST WMAPLEISLANDRD
6
26
254 256
4
3433
2242
38
10
239
36 5
244
246
24
1224928
14
253
226 258
245
248
240
227
31
230
1
3252
35
238
11
257
251
234
241
37
247 25
13
15
32
229
30 27
23
40
250
231
39
228
232
233
29
243
237235236
297
284282
279
294
275
291
280
285
261
287
298
274
265
278
289
281
270
296
272273
266
290
286
283
268
264
262267293
271
295
288
276
277
260292
263
269
105
111
157
130
149
108
116
154
12112094
129
93
99
134310 100
160
139
98 96
104
103
152
107
146 141
159
303
128
161
132 118137122124155156
112
223
95
150
115119 110
102
101
299
308
89
126143
144
153
304
133
301
311
90
151
135
158
106
138
162 225
91
113
92114
306 309
109
136 123
300
147148
97
117127
165
307
302
305
142
145
125140
164
224
166
131
163
42
18
82
43
69
45
5857
83
48
52
49
68
66
86
7951
84
47
78
81
1920
75
72
17
88
62
53
41
63 8
61
50
21
7
6446
76
857374
71 70
54
77
65
67
16
80
60
87
44
9
55
59
56196171199218
201194
176198 216
220
169197175
178
217
170
214
200
215
172
173195
168
219
167
177
179
174
190
191
193
211
182
205
210
187186183189
213
208
212
203
185
180
188202
209
207
192
181
206
184
204
22
335
362
316
327384
370
314 325
389
320 322
326
364
368
378
388
333
382
366
332
374
386
341
338
359
328
336
380
371
324
339
377
313
330
358
340
373
379
369
331
383
375
367
365
319
390
361
317
360
387
329
315312
372
381385
337
318
363
323
321
376
334
355356
350
3 5 2351
354
349
353
357
348347
345346
343344
342
255 259
221
222
Project Location - Burnsville
Project Location - Lakeville
Assessment Parcels
Parcel Boundaries
City Boundary
C Connected Parcel 0 500Feet¯Figure 1 - 2018 Street Reconstruction Project
Project Area 1
City of Lakeville, MN Document Path: K:\012165-000\GIS\Maps\Figure1_AssessmentParcels_Lakeville.mxd Date Saved: 10/5/2018 11:30:24 AM1 inch = 500 feet
CCC C
C
CC C
C
C
C
!"`$
!"`$KINGSCT162ND ST W
INTERSTATE 35INTERSTATE 35KENDAL E D R
B U C K H I L L R D
162ND
ST
W
KENRICKAVE165TH ST W
J O N Q UILTRL167THSTW
LAKEVIEW CTK I N G S W O OD DR
LANGLEY AVEK
E
N
WO
O
D
T
R
L
164TH ST W
KENMORE DRKENMORE CT
166TH ST W
1 6 8 T H S T W
KLAMATH TRL
KLAMATHTER KENT TRLKLAMATHCT163RDSTWKENWOR
T
H
C
T
K E N N A R D C T
170TH ST W KENRI
CKLOOPKENYONAVEK N O L L S PATHKRAFTONAVE
JUDICIAL RDJUDICIALRDKENRI
CK AVEKENORA WAY
170TH ST WKENOSHA AVEKEYSTON
E
CT
K
E
N
R
E
E
L
A
V
E
163RDSTW
168TH ST W
K NOLLSPATH KENWORTHLN
UPPER 167TH ST W KENTUCKYAVELOWER 167TH ST WLAIGLE AVE398
427
477
403
478487
420
394
480
409
455
488
432
475
430
453
482
492
486
424
471
483
485
468
399
417
484
490
411
473
415
452
408
395 393
414
422
410 401
406 400
481
433
489
404
396
470
402
413
469
454
465
428
476
429434436431
479
421
472
425
416
426
392
419
407
405
474
412
466
418
467
435
391
491
397
423
586
616
581 600
588
587
541
604
583
595
592
603
582
598
610611
614
605
594
609 608
591
593
596
613
607
585
615
599
584
660
542
597
612
601
602
590
606
625
634
627
631
617
628
618
633 632619580
579
623
635
636
621
622
620
629
630624626
520
571
561
527
524
548
564
549
555
510
537540
513511509
547
521
507
543 573
532
545
553
515
568
560559
574
522
558
569
556
535
552
533
508
546
525
528
570
531
516
566
519
530
576
562
539
550
563
526
565
554
512
572
517
538 534
557
536
551
529
544
567
523
518
514
638
640
654
659
653
641
652
655
642
637
656
639
461447
448
504
445
496
446
444
499
456449
450
503
451
462
500
441
493
438
440
505495
463
458
498
443
439
457
502
437
460442
464
494 501 506497
459
578
577
589
575
Project Location Parcel Boundaries
Assessment Parcels
City Boundary
C Connected Parcel 0 550Feet¯Figure 2 - 2018 Street Reconstruction Project
Project Area 2
City of Lakeville, MN Document Path: K:\012165-000\GIS\Maps\Figure2_AssessmentParcels_Lakeville.mxd Date Saved: 10/9/2018 12:25:12 PM1 inch = 550 feet
JUDICIALRD162ND CT WLINCH AVE162ND
ST
W
K N O L L S PATHKRAFTONAVE
LAI
GLEAVE163RD ST W
581
583
582
580
638
648
658
640
654
657
647
659
643
645
650
649
653
651
641
652
655
642
637
656
644
646
639
Project Location Parcel Boundaries Assessment Parcels City Boundary 0 300Feet¯Figure 3 - 2018 Street Reconstruction Project
Project Area 3
City of Lakeville, MN Document Path: K:\012165-000\GIS\Maps\Figure3_AssessmentParcels_Lakeville.mxd Date Saved: 10/9/2018 12:30:24 PM1 inch = 300 feet
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
1 221450001010 DAVE & DANA WAGENER 16010 INGLEWOOD DR LAKEVILLE MN 55044 16010 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2 221450001020 TRACY SKARE 16020 INGLEWOOD DR LAKEVILLE MN 55044 16020 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
3 221450001031 KEVIN G & TERESA J VANDERWERF 16022 INGLEWOOD CT LAKEVILLE MN 55044 16022 INGLEWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
4 221450001040 JEFFREY J BLASKO 16024 INGLEWOOD CT LAKEVILLE MN 55044 16024 INGLEWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
5 221450001050 ERIC & JESSICA RUNDELL 16026 INGLEWOOD CT LAKEVILLE MN 55044 16026 INGLEWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
6 221450001060 JOSEPH K & JOAN J NGENO 16030 INGLEWOOD CT LAKEVILLE MN 55044 16030 INGLEWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
7 221450001070 KRISTIN M AHMED 16040 INGLEWOOD DR LAKEVILLE MN 55044 16040 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
8 221450001080 DARIN E & JODI K RUUD 16050 INGLEWOOD DR LAKEVILLE MN 55044 16050 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
9 221450001090 JASON POWELL 16060 INGLEWOOD DR LAKEVILLE MN 55044 16060 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
10 221450002010 RYAN M FREMMING 16011 INGLEWOOD DR LAKEVILLE MN 55044 16011 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
11 221450002020 TIMOTHY N WILSIE 16021 INGLEWOOD DR LAKEVILLE MN 55044 16021 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
12 221450002030 RONALD L FLEETWOOD 16025 INGLEWOOD DR LAKEVILLE MN 55044 16025 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
13 221450002040 DARYL PAUL GALAZEN 16031 INGLEWOOD DR LAKEVILLE MN 55044 16031 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
14 221450002050 YI LI 16035 INGLEWOOD DR LAKEVILLE MN 55044 16035 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
15 221450002060 DONALD J & KATHERINE KURTA 9455 161ST ST W LAKEVILLE MN 55044 9455 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
16 221450002070 VAN & VIRA ROSE LE SAL 9465 161ST ST W LAKEVILLE MN 55044 9465 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
17 221450002080 ELIZABETH ANNA LEVITISKI 9475 161TH ST W LAKEVILLE MN 55044 9475 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
18 221450002090 WILLIAM R & KATHLEEN MILLER 9495 161ST ST W LAKEVILLE MN 55044 9495 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
19 221450002100 ELLIOT D & ALICE S MANN 9505 161ST ST W LAKEVILLE MN 55044 9505 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
20 221450002110 JANELL A HONZA 9525 161ST ST W LAKEVILLE MN 55044 9525 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
21 221450002120 SCOTT D & ALANA J THUREEN 9535 161ST ST W LAKEVILLE MN 55044 9535 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
22 221450002130 RICHARD R & JOANN K CRANDALL 9545 161ST ST W LAKEVILLE MN 55044 9545 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
23 224580104080 DANNY C & VICKIE L ANDERSON 1015 157TH ST W LAKEVILLE MN 55044 1015 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
24 224580104090 WILLIAM R & PEGGY A STACK 1013 157TH ST E LAKEVILLE MN 55044 1013 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
25 224580104100 JASON & ERIN DREIER 1011 157TH ST E LAKEVILLE MN 55044 1011 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
26 224580104110 HP MINNESOTA I LLC 180 STETSON AVE N STE 3650 CHICAGO IL 60601 1009 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
27 224580104120 ROBERT A WELCH PO BOX 1015 BURNSVILLE MN 55337 1007 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
28 224580104130 WILLIAM R DUBISAR TSTE 1005 157TH ST E PO BOX 1064 LAKEVILLE MN 55044 1005 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
29 224580104140 MARY K SHEETS 1003 157TH ST E LAKEVILLE MN 55044 1003 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
30 224580104150 GARY L SANCHEZ 9708 OAKSHORE DR LAKEVILLE MN 55044 9708 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
31 224580104160 DENNIS D & RITA DAUGHERTY 19011 TOWERING OAKS TRL PRIOR LAKE MN 55372 9728 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
32 221450002220 TIMOTHY A & SARA L SCOVELL 9701 161ST ST W LAKEVILLE MN 55044 9701 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
33 221450002210 ERIC J & CARRIE ERTL 9679 161ST ST W LAKEVILLE MN 55044 9679 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
34 221450002200 GEORGE B & LYNN M HILL 9655 161ST ST W LAKEVILLE MN 55044 9655 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
35 221450002190 DEAN A & CASSANDRA L ENGLUND 9641 161ST ST W LAKEVILLE MN 55044 9641 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
36 221450002180 SCOTT R ANDERSON 9623 161ST ST W LAKEVILLE MN 55044 9623 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
37 221450002170 FENGLIANG CHEN 9605 161ST ST W LAKEVILLE MN 55044 9605 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
38 221450002160 ALEX KRETCHMER 9585 161ST ST W LAKEVILLE MN 55044 9585 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
39 221450002150 WALTER R & CONNIE I JONES 9565 161ST ST W LAKEVILLE MN 55044 9565 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
40 221450002140 GARY R VOLKMAN TSTE 9559 161ST ST W LAKEVILLE MN 55044 9559 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
41 221450003010 KEITH S & ANGELA N HALGRIMSON 9540 161ST ST W LAKEVILLE MN 55044 9540 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
42 221450003020 OSAHON K ENODUNMWENBEN 9566 161ST ST W LAKEVILLE MN 55044 9566 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
43 221450003030 WILLAM A DONALD 9584 161ST ST W LAKEVILLE MN 55044 9584 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
44 221450003040 DANA L & DAVID H ELLIOT 9590 161ST ST W LAKEVILLE MN 55044 9590 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
45 221450003050 PAUL E & LYNN M KUNKEL 9612 161ST ST W LAKEVILLE MN 55044 9612 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
46 221450003060 CHRISTINE M PEARSON 9630 161ST ST W LAKEVILLE MN 55044 9630 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
47 221450003070 KEITH C BRASK 9650 161ST ST W LAKEVILLE MN 55044 9650 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
48 221450003080 SUSAN J WILLINGER 9662 161ST ST LAKEVILLE MN 55044 9662 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
49 221450003090 ASHLEY M SABA 9680 161 ST W LAKEVILLE MN 55044 9680 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
50 221450003100 ALAN E KRYSAN TSTE 9700 161ST ST W LAKEVILLE MN 55044 9700 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
51 221450003110 DANIEL J & LUCY J MATTSON 16118 LOGARTO LN LAKEVILLE MN 55044 16118 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
52 221450003120 JAMES MARK & TAYLOR LENZ 16136 LOGARTO LN LAKEVILLE MN 55044 16136 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
53 221450003130 DANIEL S & KATHERINE JOHNSON 16148 LOGARTO LN LAKEVILLE MN 55044 16148 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
54 221450003140 JAMES H & DEBBIE L BECKMAN 16152 LOGATO LN LAKEVILLE MN 55044 16152 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
55 221450003150 ANDREW C & STACY R SCHMIDT 16156 LOGARTO LN LAKEVILLE MN 55044 16156 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
56 221450003160 KEVIN & KRISTINA KOTICK 16158 LOGARTO LN LAKEVILLE MN 55044 16158 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
57 221450003170 DALE A SCHMIDT 16166 LOGARTO LN LAKEVILLE MN 55044 16166 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
58 221450003180 KEVIN H & JENNIFER S MILBRADT 16172 LOGARTO LN LAKEVILLE MN 55044 16172 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
59 221450003190 BRADLEY J & SUSAN K GOLDBERG 16178 LOGARTO LN LAKEVILLE MN 55044 16178 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
60 221450003200 HPA BORROWER 2017-1 LLC 180 STETSON AVE N STE 3650 CHICAGO IL 60601 16186 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
61 221450003210 WILLIAM R & MCHELLE JOHNSON 16192 LOGARTO LN LAKEVILLE MN 55044 16192 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
62 221450003220 PATRICK & CHERYL THIES 16204 LOGARTO LN LAKEVILLE MN 55044 16204 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
63 221450004010 CRAIG A & SHARON A BREKKE 16205 LOGARTO LN LAKEVILLE MN 55044 16205 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
64 221450004020 YOUSIF T & HADEEL A MURAD 16199 LOGARTO LN LAKEVILLE MN 55044 16199 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
65 221450004030 DEBORA LYNN ARMSTRONG 16193 LOGARTO LN LAKEVILLE MN 55044 16193 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
66 221450004040 LYNNSAY C & KEITH B KIRBY 16187 LOGARTO LN LAKEVILLE MN 55044 16187 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
67 221450004050 MARK A & SARA T DUNNETT 16181 LOGARTO LN LAKEVILLE MN 55044 16181 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
68 221450004060 JESSICA MACIAS 16175 LOGARTO LN LAKEVILLE MN 55044 16175 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
69 221450004070 JOHN H & ROBIN A GALLES 16169 LOGARTO LN LAKEVILLE MN 55044 16169 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
70 221450004080 THOMAS B & THERESA K SHEA 16163 LOGARTO WAY LAKEVILLE MN 55044 16163 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
71 221450004090 TIMOTHY & JACQUELINE RONGHOLT 10145 VINTAGE DR KELLEN TX 76248 16157 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
72 221450004100 HOWARD L & MARY C VIGEN 16185 INGLEWOOD DR LAKEVILLE MN 55044 16185 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
73 221450004110 THOMAS R & KATHY A HESSBURG 16155 INGLEWOOD DR LAKEVILLE MN 55044 16155 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
74 221450004120 VINCENT & ANGELA BAUMEL 16145 INGLEWOOD DR LAKEVILLE MN 55044 16145 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
75 221450004130 KENNETH & RENEE FINNE 16135 INGLEWOOD DR LAKEVILLE MN 55044 16135 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
76 221450004140 ERIK S TOLLEFSON 16125 INGLEWOOD DR LAKEVILLE MN 55044 16125 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
77 221450004150 LINDSAY ARVIDSON-ENNEY 16115 INGLEWOOD DR LAKEVILLE MN 55044 16115 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
78 221450004160 DOUGLAS J & CYNTHIA MYERS 16105 INGLEWOOD DR LAKEVILLE MN 55044 16105 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
79 221450004170 TIMOTHY C & LESLIE M BLOCK 16089 INGLEWOOD DR LAKEVILLE MN 55044 16089 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
80 221450004180 MARK C & LINDSEY J WATKINS 16079 INGLEWOOD DR LAKEVILLE MN 55044 16079 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
81 221450004190 JESSICA L MEYER 16069 INGLEWOOD DR LAKEVILLE MN 55044 16069 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
82 221450005010 RICHARD C & AMY S THOMPSON 16070 INGLEWOOD DR LAKEVILLE MN 55044 16070 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
83 221450005020 MATTHEW R & LYDIA A LINDSOE 16080 INGLEWOOD DR LAKEVILLE MN 55044 16080 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
84 221450005030 COREY J & DEBORAH S NORDWALL 16090 INGLEWOOD DR LAKEVILLE MN 55044 16090 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
85 221450005040 DOUGLAS L & LISA A SCHENKELBERG 16100 INGLEWOOD DR LAKEVILLE MN 55044 16100 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
86 221450005050 MICHAEL J SHCLICK 16110 INGLEWOOD DR LAKEVILLE MN 55044 16110 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
87 221450005060 ELIZABETH THI ANN MOORE 16120 INGLEWOOD DR LAKEVILLE MN 55044 16120 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
88 221450005070 RC2 LLC 5241 203RD ST W FARMINGTON MN 55024 16130 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
89 221450005080 DOUGLAS A & MARY G JOHNSON 16140 INGLEWOOD DR LAKEVILLE MN 55044 16140 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
90 221450005090 TIMOTHY J & LISA M TRUMAN 16150 INGLEWOOD DR LAKEVILLE MN 55044 16150 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
91 221450005100 JEFFREY A & SHERRY R STANDRIDGE 16160 INGLEWOOD LAKEVILLE MN 55044 16160 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
92 221450005110 GERALD L & KAREN L WILLIAMS 16170 INGLEWOOD DR LAKEVILLE MN 55044 16170 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
93 221450005120 CHARLES M LUNKENHEIMER 16176 INGLEWOOD DR LAKEVILLE MN 55044 16176 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
94 221450005130 WILLIAM F MCCANN 16180 INGLEWOOD DR LAKEVILLE MN 55044 16180 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
95 221450005140 JOHN G & CYNTHIA L KOCH 16184 INGLEWOOD LAKEVILLE MN 55044 16184 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
96 221450005150 JAMES A & JACKIE L CRAIG 16190 INGLEWOOD DR LAKEVILLE MN 55044 16190 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
97 221450005160 JADE & TRACI HENNEN 16200 INGLEWOOD DR LAKEVILLE MN 55044 16200 INGLEWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
98 221450005170 TED MATTHEW & SHARRON FEIT 16145 LOGARTO LN LAKEVILLE MN 55044 16145 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
99 221450005180 YELENA JURNEY 16139 LOGARTO LN LAKEVILLE MN 55044 16139 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
100 221450005190 DAVID XIONG 16133 LOGARTOI LN LAKEVILLE MN 55044 16133 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
101 221450005200 JOHN A & KARLA K OLSON 16127 LOGARTO LN LAKEVILLE MN 55044 16127 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
102 221450005210 MARK A & MARLENE S JOHNSON 16121 LOGARTO LN LAKEVILLE MN 55044 16121 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
103 221450005220 RYAN R & NICHOLE M FOUGNER 16115 LOGARTO LN LAKEVILLE MN 55044 16115 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
104 221450005230 CURTIS W & CHRISTINE SAUNDERS 16109 LOGARTO LN LAKEVILLE MN 55044 16109 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
105 221450005240 GINA SHRIF 16103 LOGARTO LN LAKEVILLE MN 55044 16103 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
106 221450005250 ANDREW S & JILL A HOUGHTON 16097 LOGARTO LN LAKEVILLE MN 55044 16097 LOGARTO LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
107 224580004010 RICHARD & KIMBERLY CLEMENS 9748 OAK SHORE DR LAKEVILLE MN 55044 9748 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
108 225370203010 ROBERT J & DIANE M BANIK 9778 OAK SHORE DR LAKEVILLE MN 55044 9778 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
109 225370203020 GERHART B & AVIS M JENSEN 16118 JACQUARA LAKEVILLE MN 55044 16118 JACQUARA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
110 225370203030 DAN L & CAROLYN A ROBINSON 16128 JACQUARA AVE LAKEVILLE MN 55044 16128 JACQUARA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
111 225370203040 PAUL J PANKRATZ 16138 JACQUARA AVE LAKEVILLE MN 55044 16138 JACQUARA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
112 225370203050 PAUL J YARNES 16148 JACQUARA AVE LAKEVILLE MN 55044 16148 JACQUARA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
113 225370203060 TERRY M ZEIEN 18867 ORCHARD TRL LAKEVILLE MN 55044 16158 JACQUARA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
114 225370205190 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 --EXEMPT 1.0 4,430.79$ 4,430.79$
115 225370205180 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 --EXEMPT 1.0 4,430.79$ 4,430.79$
116 225370205170 AMY Y CLARK 9810 9812 UPPER 161ST ST LAKEVILLE MN 55337 9810 UPPER 161ST ST RESIDENTIAL 1.0 4,430.79$ 4,430.79$
117 225370205160 JAMES M & KAREN L TS NOSS 17126 FIRTREE PL FARMINGTON MN 55024 9830 UPPER 161ST ST RESIDENTIAL 1.0 4,430.79$ 4,430.79$
118 225370205152 KYLE & JANICE ZIMMERMAN 9850 UPPER 161ST ST W LAKEVILLE MN 55044 9850 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
119 225370205151 FREDERICK PHELPS 9852 UPPER 161ST ST W LAKEVILLE MN 55044 9852 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
120 225370205142 JENNIFER L VERLY 19352 HEARTH CT LAKEVILLE MN 55044 9870 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
121 225370205141 IMRAN & SOCHANNA ALI 16244 GLEN OAKS RD LAKEVILLE MN 55044 9872 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
122 225370205130 MARILYN M OSTLUND 9892 UPPER 161ST ST LAKEVILLE MN 55044 9892 UPPER 161ST ST RESIDENTIAL 1.0 4,430.79$ 4,430.79$
123 225370205120 ROBERT D CLAYMORE 15380 RED OAKS RD SE PRIOR LAKE MN 55372 9910 UPPER 161ST ST RESIDENTIAL 1.0 4,430.79$ 4,430.79$
124 225370205111 KATHLEEN F KIECKER 9930 UPPER 161ST ST LAKEVILLE MN 55044 9930 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
125 225370205112 LUKE A JENKINS 9932 UPPER 161ST LAKEVILLE MN 55044 9932 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
126 225370205101 SHAWN GREENE 9950 UPPER 161ST ST W LAKEVILLE MN 55044 9950 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
127 225370205102 KATHLEEN S SHAW 9952 UPPER 161ST ST LAKEVILLE MN 55044 9952 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
128 225370205092 RICHARD S & CAROLINE NORDQUIST 9970 UPPER 161ST ST W LAKEVILLE MN 55044 9970 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
129 225370205091 DEBRA K LUSTIG 9972 UPPER 161ST ST W LAKEVILLE MN 55044 9972 UPPER 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
130 225370205080 JAMES N & BRENDA WOODLAND 9990 161ST W LAKEVILLE MN 55044 9990 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
131 225370205070 MONIQUE N JULIAN 10010 161ST ST W LAKEVILLE MN 55044 10010 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
132 225370205061 PATRICK MICHAEL ALBERS 10030 161ST ST W LAKEVILLE MN 55044 10030 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
133 225370205062 ALEKSANDR & NADEZHDA SAGAN 10032 161ST ST W LAKEVILLE MN 55044 10032 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
134 225370205052 RICHARD W MOTHES 10050 161ST ST W LAKEVILLE MN 55044 10050 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
135 225370205051 BLAYNE L LEHNER 17444 IXONIA AVE LAKEVILLE MN 55044 10052 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
136 225370205040 JAMES & CATHERINE ROEMHILDT 19950 DODD BLVD STE 102 LAKEVILLE MN 55044 10070 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
137 225370205032 JOSEPH ALLEN NIERENHAUSEN 10090 161ST ST W LAKEVILLE MN 55044 10090 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
138 225370205031 MICHAEL J & DOROTHY FOLLESE 15512 LOGARTO LN BURNSVILLE MN 55306 10092 161ST ST W RESIDENTIAL 0.5 4,430.79$ 2,215.40$
139 225370205020 HOWARD P KLIER TSTE 10110 161ST ST W LAKEVILLE MN 55044 10110 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
140 225370205012 JJ REAL ESTATE IV LLC 913 WESTLYN CT FARMINGTON MN 55024 16182 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
141 225370205011 MITCHEL J & ELZABETH BRUNETTE 16184 JAMAICA AVE LAKEVILLE MN 55044 16184 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
142 228218001010 VISTA TELEPHONE CO (FRONTIER COMM)401 MERRITT 7 NORWALK CT 6851 16190 JAMAICA AVE COMMERCIAL-PREFERRED 1.0 4,430.79$ 4,430.79$
143 225370901032 JAMAICA LLC 20569 JUPITER AVE LAKEVILLE MN 55044 16199 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
144 225370901031 STEVEN THOMPSON 16197 JAMACIA AVE LAKEVILLE MN 55044 16197 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
145 225370901021 JOSEPHINE MORING 16193 JAMAICA AVE LAKEVILLE MN 55044 16193 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
146 225370901022 KATHY COMSTOCK 16191 JAMAICA AVE LAKEVILLE MN 55044 16191 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
147 225370901012 RICHARD SCHWEIM 4381 NICOLS RD EAGAN MN 55122 16183 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
148 225370901011 CARL F JR & DOROTHY JANKE 16181 JAMAICA AVE LAKEVILLE MN 55044 16181 JAMAICA AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
149 225370103180 AARON J HRUBY 16175 JAMAICA AVE LAKEVILLE MN 55044 16175 JAMAICA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
150 225370103171 GERALD W & DEBORAH G KIESER 16155 JAMAICA AVE W LAKEVILLE MN 55044 16155 JAMAICA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
151 225370103160 LANCE L & LORI A CALHOUN 16135 JAMAICA AVE W LAKEVILLE MN 55044 16135 JAMAICA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
152 225370103150 JAMES W & KATHLEEN B ARHART 16115 JAMAICA AVE LAKEVILLE MN 55044 16115 JAMAICA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
153 225370103140 ALAN HENRY KNAEBLE 10220 OAK SHORE DR LAKEVILLE MN 55044 10220 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
154 225370103130 CHRISTIOHER D REYNOLDS 10240 OAK SHORE DR S LAKEVILLE MN 55044 10240 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
155 225370103120 MICHAEL D BREYFOGLE 10250 OAK SHORE DR S LAKEVILLE MN 55044 10250 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
156 225370103110 TERRENCE H JOYCE 10260 OAK SHORE DR S LAKEVILLE MN 55044 10260 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
157 225370103100 THOMAS H SIEBOLD TSTE 333 4TH AVE S UNIT 303 NAPLES FL 34102 10270 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
158 225370103090 JUSTIN D ANDERSON 10280 OAK SHORE DR S LAKEVILLE MN 55044 10280 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
159 225370103080 JENNIFER M WIRTH 10290 OAKSHORE DR S LAKEVILLE MN 55044 10290 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
160 225370103070 BARBARA J CLOUTIER 10300 OAK SHORE DR S LAKEVILLE MN 55044 10300 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
161 225370103060 RICHARD L SIMMS 16000 OAK CURV LAKEVILLE MN 55044 16000 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
162 225370103050 KENNETH & DEBORAH HAWKINSON 16024 OAK CURV LAKEVILLE MN 55044 16024 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
163 225370103040 DAVID A & EMILY G SIMBURGER 16050 OAK CURV LAKEVILLE MN 55044 16050 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
164 225370103030 RICHARD A & LINDA L OLSON 16076 OAK CURV LAKEVILLE MN 55044 16076 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
165 225370103020 LANOL L & CARRIE L LEICHTY 16100 OAK CURV LAKEVILLE MN 55044 16100 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
166 225370103010 JUNHEE KIM 16110 OAK CURV LAKEVILLE MN 55044 16110 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
167 225370101050 TED R & DOREEN L PARRISH 16075 OAKSHORE DR LAKEVILLE MN 55044 16075 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
168 225370101040 KIRK J ROSS 16065 OAK SHORE DR LAKEVILLE MN 55044 16065 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
169 225370101030 JAKE & NIKKOLE PETERSON 16055 OAKSHORE DR LAKEVILLE MN 55044 16055 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
170 225370101020 BRANDON T JOHNSON 16045 OAK SHORE DR LAKEVILLE MN 55044 16045 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
171 225370101010 KENNETH P & BARBARA W KNUDSEN 16035 OAK SHORE DR LAKEVILLE MN 55044 16035 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
172 225370301030 GERALD L & VICKIE L HOGAN 16025 OAK SHORE DR LAKEVILLE MN 55044 16025 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
173 225370301020 STEVEN B & LORI A LEVIN 16015 OAK SHORES DR LAKEVILLE MN 55044 16015 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
174 225370301010 JAKE & KELLY M TILEY 16005 OAK SHORE DR LAKEVILLE MN 55044 16005 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
175 225370502042 JOHN L JR & NANCY M GROSS 16126 JOPLIN WAY LAKEVILLE MN 55044 16126 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
176 225370502050 BRIAN B & LISA K DOYLE 20655 JUTLAND PL LAKEVILLE MN 55044 16130 JOPLIN WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
177 225370502061 NATHAN R SHEPHERD 16136 JOPLIN WAY LAKEVILLE MN 55044 16136 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
178 225370502062 ELIZABETH G COLEMAN 16138 JOPLIN WAY LAKEVILLE MN 55044 16138 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
179 225370502070 JOPLIN WAY LLC 9507 YOSEMITE CIR BLOOMINGTON MN 55437 16142 JOPLIN WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
180 225370502082 CHARLES E & PATRICIA JONES 16148 JOPLIN WAY LAKEVILLE MN 55044 16148 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
181 225370502081 BRIAN & LISA DOYLE 20655 JUTLAND PL LAKEVILLE MN 55044 16150 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
182 225370502091 AARON INGEMANSEN 16154 JOPLIN WAY LAKEVILLE MN 55044 16154 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
183 225370502092 DONALD G & MAUREEN SCHULTZ 16156 JOPLIN WAY LAKEVILLE MN 55044 16156 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
184 225370502100 THOMAS E BEAUDIN 9840 ARROWWOOD LN N MAPLE GROVE MN 55369 16160 JOPLIN WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
185 225370502111 JEANNIE M MCGATH 16166 JOPLIN WAY LAKEVILLE MN 55044 16166 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
186 225370502112 LAWRENCE F WRIGHT 16168 JOPLIN WAY LAKEVILLE MN 55044 16168 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
187 225370502122 BRITNI GRANQUIST 16172 JOPLIN WAY LAKEVILLE MN 55044 16172 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
188 225370502121 RYAN & CHRISTINA DICRESCE 16174 JOPLIN WAY LAKEVILLE MN 55044 16174 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
189 225370601061 JAY T & CONNIE J JENKINS 12833 FLORDIA LN APPLE VALLEY MN 55124 16165 JOPLIN AVE APARTMENT(1)1.0 4,430.79$ 4,430.79$
190 225370601050 PHILO GEORGE 4801 98TH ST W BLOOMINGTON MN 55437 16135 JOPLIN AVE W APARTMENT(1)1.0 4,430.79$ 4,430.79$
191 225370601040 BRIAN R VERKINDEREN 12832 FROST POINT WAY APPLE VALLEY MN 55124 16115 JOPLIN AVE W APARTMENT(1)1.0 4,430.79$ 4,430.79$
192 225370601030 SODA CREEK INVESTMENTS LLC 15050 CEDAR AVE S STE 116-308 APPLE VALLEY MN 55124 16075 JOPLIN AVE W APARTMENT(1)1.0 4,430.79$ 4,430.79$
193 225370601020 MT SHASTA INVESTMENTS LLC 15050 CEDAR AVE S STE 116-308 APPLE VALLEY MN 55124 16045 JOPLIN AVE W APARTMENT(1)1.0 4,430.79$ 4,430.79$
194 225370601010 HEALTHY SPACES 11 LLC 7028 KELLOGG AVE EDINA MN 55435 16005 JOPLIN AVE W COMMERCIAL-PREFERRED(1)1.0 4,430.79$ 4,430.79$
195 225370502011 ROMESSA PROPERTIES LLC ASHER MAHMOOD LAKEVILLE MN 55044 16106 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
196 225370502012 ALEKSANDER ONCHANU 16108 JOPLIN WAY LAKEVILLE MN 55044 16108 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
197 225370502022 MATTHEW T & BARBARA SEITZINGER 4101 143RD ST W ROSEMOUNT MN 55068 16112 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
198 225370502021 BRUCE A & TAMMY JO BARRY 16114 JOPLIN WAY LAKEVILLE MN 55044 16114 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
199 225370502032 CLAYTON N DRESHER 16118 JOPLIN WAY LAKEVILLE MN 55044 16118 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
200 225370502031 MICHAEL M & LESLEY J STAPF 16120 JOPLIN WAY LAKEVILLE MN 55044 16120 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
201 225370502041 TAMMY J ABRAHAMSON 16124 JOPLIN WAY LAKEVILLE MN 55044 16124 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
202 225370501012 DIANE HONAN 516 WILDFLOWER RD BURNSVILLE MN 55306 16050 JOPLIN AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
203 225370501011 MOHAMMAD MAHIDUL HOQUE 16052 JOPLIN AVE LAKEVILLE MN 55044 16052 JOPLIN AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
204 225370501021 DIANE F REVOCABLE TR WOLDEN 16080 JOPLIN AVE LAKEVILLE MN 55044 16080 JOPLIN AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
205 225370501022 NHAN HUY NGUYEN 16082 JOPLIN AVE LAKEVILLE MN 55044 16082 JOPLIN AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
206 225370501031 PHYLLIS B STEVENS 16110 JOPLIN AVE LAKEVILLE MN 55044 16110 JOPLIN AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
207 225370501032 JOAN A SCHMALTZ 16112 JOPLIN AVE LAKEVILLE MN 55044 16112 JOPLIN AVE RESIDENTIAL 0.5 4,430.79$ 2,215.40$
208 225370501040 JOPLIN WAY LLC 9507 YOSEMITE CIR BLOOMINGTON MN 55437 16130 JOPLIN AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
209 225370501050 JOPLIN WAY LLC 9507 YOSEMITE CIR BLOOMINGTON MN 55437 16159 JOPLIN WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
210 225370501061 YURI HAFEN 16147 JOPLIN WAY LAKEVILLE MN 55044 16147 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
211 225370501062 BODN PROPERTIES LLP RICHARD BEAUDIN PRIOR LAKE MN 55372 16145 JOPLIN WAY RESIDENTIAL 0.5 4,430.79$ 2,215.40$
212 225370501070 JOPLIN WAY LLC 9507 YOSEMITE CIR BLOOMINGTON MN 55437 16141 JOPLIN WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
213 225370501080 JOPLIN WAY LLC 9507 YOSEMITE CIR BLOOMINGTON MN 55437 16135 JOPLIN WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
214 225370102010 DIANA N PEXA 16010 OAK SHORE DR LAKEVILLE MN 55044 16010 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
215 225370102020 CYD J OSWALD 16020 OAKSHORE DR LAKEVILLE MN 55044 16020 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
216 225370102030 AARON D ALLEN 16030 OAK SHORE DR LAKEVILLE MN 55044 16030 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
217 225370102040 MATTHEW & ZION MUELLER 16040 OAK SHORE DR LAKEVILLE MN 55044 16040 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
218 225370102050 CLINT BROOKS 16057 OAK SHORE DR LAKEVILLE MN 55044 16051 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
219 225370102060 JAMES M & SHARON J SMITH 16025 OAK CURV LAKEVILLE MN 55044 16025 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
220 225370102070 DONALD J & HELEN WYSOCKI 16001 OAK CURV LAKEVILLE MN 55044 16001 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
221 225370102080 DONALD WYSOCKI 16001 OAK CURV LAKEVILLE MN 55044 16001 OAK CURV RESIDENTIAL 1.0 4,430.79$ 4,430.79$
222 225370102090 RONALD F PARSON 55 MAPLE ISLAND RD LAKEVILLE MN 55044 55 MAPLE ISLAND RD RESIDENTIAL 1.0 4,430.79$ 4,430.79$
223 225370104010 JOHN M & ALISON M MYERS 10280 OAK SHORE DR LAKEVILLE MN 55044 10294 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
224 225370104020 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 --EXEMPT 1.0 4,430.79$ 4,430.79$
225 225370104030 JERRY L & PHYLLIS A ULRICH 10255 OAK SHORE DR LAKEVILLE MN 55044 10255 OAK SHORE DR S RESIDENTIAL 1.0 4,430.79$ 4,430.79$
226 225370105010 JOSH T & CORAL LEE M RIPPLINGER 10261 OAK SHORE DR LAKEVILLE MN 55044 10261 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
227 225370105020 DAVID F TOUSSAINT TSTE 10251 OAKSHORE DR LAKEVILLE MN 55044 10251 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
228 225370105030 NANCY A & LARRY A MONIO 10245 OAK SHORE DR LAKEVILLE MN 55044 10245 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
229 225370105040 JARVIS D & CHRISTINA HAUPT 10225 OAK SHORE DR LAKEVILLE MN 55044 10225 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
230 225370105050 GREGORY J MEINHARDT 10215 OAK SHORE DR LAKEVILLE MN 55044 10215 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
231 225370105060 JAMES & CAROLE TYBURSKI TSTES 10195 OAKSHORE DR LAKEVILLE MN 55044 10195 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
232 225370105070 LUKE M & JOSCELYN R HELLIER 10175 OAK SHORE DR LAKEVILLE MN 55044 10175 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
233 225370105080 JAMES L SMITH TSTE 10155 OAK SHORES DR LAKEVILLE MN 55044 10155 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
234 225370105090 DENNIS A KIRKWOLD TSTE 10135 OAK SHORE DR LAKEVILLE MN 55044 10135 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
235 225370105100 PAUL D & BARBARA LINGER 10115 OAKSHORE DR LAKEVILLE MN 55044 10115 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
236 225370105110 TIMOTHY A & KATHLEEN KEEGAN 10095 OAK SHORE DR LAKEVILLE MN 55044 10095 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
237 225370105120 CAITLIN S BLOMBERG 10075 OAK SHORE DR LAKEVILLE MN 55044 10075 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
238 225370105130 DARIN J & JENNIFER A FICENEC 10035 OAK SHORE DR LAKEVILLE MN 55044 10035 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
239 225370201010 DOUG R & BETH L BREEDEN 9995 OAK SHORE DR LAKEVILLE MN 55044 9995 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
240 225370201020 JON M & MELISSA A VINOVICH 9991 OAK SHORE DR LAKEVILLE MN 55044 9991 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
241 225370201030 JOHN A & JULIE M STEEL 9985 OAK SHORE DR LAKEVILLE MN 55044 9985 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
242 225370201040 WOODDALE H LLC 8805 TAMIAMI TRL N UNIT 145 NAPLES FL 34108 9981 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
243 225370201050 ANTHONY D & PATRICIA MILLER 9975 OAK SHORE DR LAKEVILLE MN 55044 9975 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
244 225370201060 BEVERLY E BRUCCIANI 9915 OAK SHORE DRIVE LAKEVILLE MN 55044 9915 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
245 225370201070 CHARLES & JODY THIESFELD 9825 OAK SHORE DR LAKEVILLE MN 55044 9905 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
246 225370201080 KATHRYN M SEVERSON 9885 OAK SHORE DR LAKEVILLE MN 55044 9885 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
247 225370201090 GREGORY & KIMBERLY KAISER 9865 OAK SHORE DR LAKEVILLE MN 55044 9865 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
248 225370201100 DIVID C & LINDA M COLLINS 9845 OAK SHORE DR LAKEVILLE MN 55044 9845 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
249 225370201110 CHARLES W & JODY L THIESFELD 9825 OAKSHORE DR LAKEVILLE MN 55044 9825 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
250 225370201120 PARKER H PEMBERTON 9805 OAK SHORE DR LAKEVILLE MN 55044 9805 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
251 225370201130 CURT L & DARCY A H RIESS 9785 OAK SHORE DR LAKEVILLE MN 55044 9785 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
252 225370201140 GEOFFREY R & SANDRA GRAIN 9765 OAK SHORES DR LAKEVILLE MN 55044 9765 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
253 224580001180 JAMES E & BARBARA E RENNEKE 9745 OAK SHORE DR LAKEVILLE MN 55044 9745 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
254 224580001170 ZI FANG PAN 21181 ISOTOPE TRL LAKEVILLE MN 55044 9725 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
255 224580001160 PHILLIP R HAMMOND TSTE 9705 OAK SHORE DR LAKEVILLE MN 55044 9705 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
256 224580103110 VENIAMIN V KONDRATYUK 1000 157TH ST E LAKEVILLE MN 55044 1000 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
257 224580103120 SCOTT G & LISA M COUNTRYMAN 1002 157TH ST W LAKEVILLE MN 55044 1002 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
258 224580103130 ERIN R DOUGHERTY 1004 157TH ST E LAKEVILLE MN 55044 1004 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
259 224580103140 JESSE & LISA STOBB 1006 157TH ST W LAKEVILLE MN 55044 1006 157TH ST E RESIDENTIAL 1.0 4,430.79$ 4,430.79$
260 225370202120 RICHARD E & CLAUDIA LUND 9808 OAK SHORE DR LAKEVILLE MN 55044 9808 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
261 225370202110 QUY BUI 7671 OAKRIDGE TRL SHAKOPEE MN 55379 9828 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
262 225370202100 BRADLEY C DAHL 9848 OAK SHORE DR LAKEVILLE MN 55044 9848 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
263 225370202090 ARNOLD M & STEPHANIE STAHEL 9868 OAKSHORE DR LAKEVILLE MN 55044 9868 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
264 225370202080 DAVID M & ERIN N STIERS 9888 OAK SHORE DR LAKEVILLE MN 55044 9888 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
265 225370202071 JOHN T & ANA M WEINEL 9928 OAK SHORE DR LAKEVILLE MN 55044 9928 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
266 225370202050 WALLER HORN CRENSHAW 9948 OAK SHORE DR LAKEVILLE MN 55044 9948 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
267 225370202040 MARCUS J FELLING 9968 OAK SHORE DR LAKEVILLE MN 55044 9968 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
268 225370202030 KAMAL SAXENA 9988 OAK SHORE DR LAKEVILLE MN 55044 9988 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
269 225370202020 BRAD A & KELLIE R KASTNER 10008 OAKSHORE DR LAKEVILLE MN 55044 10008 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
270 225370202010 GEORGE A TSCHIDA 10028 OAKSHORES DR LAKEVILLE MN 55044 10028 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
271 225370106080 ROBERT P INDIHAR TSTE 10030 OAK SHORE DR LAKEVILLE MN 55044 10030 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
272 225370106070 MARTINI P & KARANN LUCKCUCK 410 LIGHTFOOT DR DOWNINGTOWN PA 19335 10060 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
273 225370106060 NATHANIEL R KRANZ 10090 OAK SHORE DR LAKEVILLE MN 55044 10090 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
274 225370106050 RICHARD M & MARLENE MONTGOMERY 10110 OAK SHORE DR LAKEVILLE MN 55044 10110 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
275 225370106040 ROBERT & MELISSA HOPKINS 10130 OAK SHORE DR LAKEVILLE MN 55044 10130 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
276 225370106030 MICHAEL & PAMELA PATTERSON 10150 OAK SHORE DR LAKEVILLE MN 55044 10150 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
277 225370106010 BRIAN J & WENDY A KELLY 10190 OAK SHORE DR LAKEVILLE MN 55044 10190 OAK SHORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
278 225370106020 DAVID L & ANN R SWANSON 16140 JAMAICA AVE W LAKEVILLE MN 55044 16140 JAMAICA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
279 225370202320 RYAN M & BROOKE R FOX 10135 161ST ST W LAKEVILLE MN 55044 10135 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
280 225370202310 MARK J & CHERYL A CONNELLY 10115 161ST ST W LAKEVILLE MN 55044 10115 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
281 225370202300 EARL R & GLORIA J LEIDNER 10095 161ST ST W LAKEVILLE MN 55044 10095 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
282 225370202290 ANDREW TIMOTHY RUDEN 10075 161ST ST W LAKEVILLE MN 55044 10075 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
283 225370202280 JEFFREY T SJOBERG 10055 161ST ST W LAKEVILLE MN 55044 10055 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
284 225370202270 EUGENE R & BARBARA C RISTAU 10035 161ST ST LAKEVILLE MN 55044 10035 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
285 225370202261 STEVEN & CATHERINE CAMMACK 10015 161ST ST S LAKEVILLE MN 55044 10015 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
286 225370202250 CHARLES B & LISA J SHAW 9995 161ST ST W LAKEVILLE MN 55044 9995 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
287 225370202240 MICHAEL J PHELPS 9975 161ST ST W LAKEVILLE MN 55044 9975 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
288 225370202230 COLLEEN V CLARIN 9955 161ST ST W LAKEVILLE MN 55044 9955 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
289 225370202220 SCOTT R ANDERSON 9935 161ST ST W LAKEVILLE MN 55044 9935 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
290 225370202210 DARICK & TAMMY ANDERSON 9915 161ST ST W LAKEVILLE MN 55044 9915 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
291 225370202200 BRIAN K & ANNE M HALLGREN 9895 161ST ST W LAKEVILLE MN 55044 9895 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
292 225370202190 JOE & EMILY TOMES 9885 161ST ST W LAKEVILLE MN 55044 9885 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
293 225370202180 ROGER ROATH 9875 161ST ST W LAKEVILLE MN 55044 9875 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
294 225370202170 GREG DINKEL 9865 161ST ST W LAKEVILLE MN 55044 9865 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
295 225370202160 JOHN LAUSCH 9855 161ST ST LAKEVILLE MN 55044 9855 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
296 225370202150 JAMES C RASMUSSEN 9835 161ST ST W LAKEVILLE MN 55044 9835 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
297 225370202140 LARRY B & JULIE BRANSCOMB 9815 161ST ST W LAKEVILLE MN 55044 9815 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
298 225370202130 EUGENE JR & DARLENE MCMANUS 9795 161ST ST W LAKEVILLE MN 55044 9795 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
299 225370204070 MICHAEL L & JULIA H KENNY 9810 161ST ST W LAKEVILLE MN 55044 9810 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
300 225370204060 FIRAS & MARIA ALSAYED 9830 161ST ST W LAKEVILLE MN 55044 9830 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
301 225370204050 JERRY JENSEN 9850 161ST ST W LAKEVILLE MN 55044 9850 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
302 225370204040 DANIEL A & DIANE F NICHOLS 9870 161ST ST W LAKEVILLE MN 55044 9870 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
303 225370204030 CRAIG T & ROBIN L ARNESON 9890 161ST ST W LAKEVILLE MN 55044 9890 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
304 225370204020 MICHAEL STEIN 9910 161ST ST W LAKEVILLE MN 55044 9910 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
305 225370204010 WYNN LEE THACHER 9925 UPPER 161ST ST W LAKEVILLE MN 55044 9925 UPPER 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
306 225370204130 JON B & CONNIE T ASPELUND 9905 UPPER 161ST ST W LAKEVILLE MN 55044 9905 UPPER 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
307 225370204120 LEE K & CINDY D OFFERDAHL 9885 UPPER 161ST ST LAKEVILLE MN 55044 9885 UPPER 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
308 225370204110 JAMES & CHARLENE SHAUGHNESSY 9865 UPPER 161 ST LAKEVILLE MN 55044 9865 UPPER 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
309 225370204100 PHYLLIS DEBORAH TOMPKINS 9845 UPPER 161ST ST LAKEVILLE MN 55044 9845 UPPER 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
310 225370204090 DARA KU 9825 UPPER 161ST ST LAKEVILLE MN 55044 9825 UPPER 161ST ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
311 225370204080 BARBARA L KAHNERT 16151 JACQUARA AVE LAKEVILLE MN 55044 16151 JACQUARA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
312 221870004010 SAKHON TONG 16218 JEWEL AVE LAKEVILLE MN 55044 16218 JEWEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
313 221870004020 CHRISTOPHER VENNING 16238 JEWEL AVE LAKEVILLE MN 55044 16238 JEWEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
314 221870004030 PAUL D & TAMARA SMITH 10465 163RD ST W LAKEVILLE MN 55044 10465 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
315 221870004040 MICHAEL & MOLLY VOSS 10449 163RD ST W LAKEVILLE MN 55044 10449 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
316 221870004050 JERRY LEE & THERESA GERMAN 10435 163RD ST W LAKEVILLE MN 55044 10435 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
317 221870004060 TIMOTHY E SAPP 10419 163RD ST W LAKEVILLE MN 55044 10419 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
318 221870004070 ROBERT A STAUPE 10399 163RD ST W LAKEVILLE MN 55044 10399 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
319 221870004080 JADE A & JENNIFER LY WOLTMAN 10381 163RD ST W LAKEVILLE MN 55044 10381 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
320 221870004090 JAMES M & LORRIE J SKOGSTAD 13667 DUNBAR WAY APPLE VALLEY MN 55124 10365 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
321 221870004100 LYNN MARIE PYFFEROEN 10349 163RD ST W LAKEVILLE MN 55044 10349 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
322 221870004120 DENNIS A & MELISSA M KLEIBER 16235 JAVA LN LAKEVILLE MN 55044 16235 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
323 221870004110 MATTHEW G BRADY 16215 JAVA LN LAKEVILLE MN 55044 16215 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
324 221870001010 MELISSA A IBARRA 16216 JAVA LN LAKEVILLE MN 55044 16216 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
325 221870001020 DANIEL J & MAUREEN F COFFMAN 16236 JAVA LN LAKEVILLE MN 55044 16236 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
326 221870001030 DAVID C WATERS 16250 JAVA LN LAKEVILLE MN 55044 16250 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
327 221870001040 ELIZABETH ELAINE ANTHONY 16304 JAVA LN LAKEVILLE MN 55044 16304 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
328 221870001050 DELVIN & KATIE ROY 16306 JAVA LN LAKEVILLE MN 55044 16306 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
329 221870001060 DEAN R & JANET HINK 16308 JAVA LN LAKEVILLE MN 55044 16308 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
330 221870001070 JILL R ZWEBER 16310 JAVA LN LAKEVILLE MN 55044 16310 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
331 221870001080 CASEY P MCBRIDE 16320 JAVA LN LAKEVILLE MN 55044 16320 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
332 221870001090 JEFFREY A & DORIS L STERNBERG 16328 JAVA LN LAKEVILLE MN 55044 16328 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
333 221870001100 ROBERT F & DAWN M ERICKSON 16332 JAVA LN LAKEVILLE MN 55044 16332 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
334 221870001110 KARIM BOUCHAREB 16350 JAVA LANE LAKEVILLE MN 55044 16350 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
335 221870001120 LANE M & TRACEY L PATTERSON 16370 JAVA LN LAKEVILLE MN 55044 16370 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
336 221870001130 MICHAEL J ADAMS 16376 JAVA LN LAKEVILLE MN 55044 16376 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
337 221870001140 LENITA C & RAY E FRALEY 16380 JAVA LN LAKEVILLE MN 55044 16380 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
338 221870001150 TERENCE J & CHRISTY MAREK 16386 JAVA LN LAKEVILLE MN 55044 16386 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
339 221870001160 DALE L & JEAN M OSBORN 16390 JAVA LN LAKEVILLE MN 55044 16390 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
340 221870001170 ANTIONE POSEY 16420 JAVA LANE LAKEVILLE MN 55044 16420 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
341 221870001180 JEFFREY & AMY LARKIN 16450 JAVA LANE LAKEVILLE MN 55044 16450 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
342 227715201010 MEGHAN JACOBSON 16495 JARRETT CIR LAKEVILLE MN 55044 16495 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
343 227715201020 JEFFREY A NICHOLS 16491 JARRETT CIR LAKEVILLE MN 55044 16491 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
344 227715201030 TERRY L HALEY 16485 JARRETT CIR LAKEVILLE MN 55044 16485 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
345 227715201040 DAWL SIEGLING 16481 JARRETT CIR LAKEVILLE MN 55044 16481 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
346 227715201050 CECILIA RICE 16475 JARRETT CIR LAKEVILLE MN 55044 16475 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
347 227715201060 COLLEEN PETERSON 16467 JARRETT CIR LAKEVILLE MN 55044 16467 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
348 227715201070 MICHAEL D CORGIAT 16460 JARRETT CIR LAKEVILLE MN 55044 16460 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
349 227715201080 SUSAN M PARRANTO 16466 JARRETT CIR LAKEVILLE MN 55044 16466 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
350 227715201090 BARBARA A GIRTEN 16470 JARRETT CIR LAKEVILLE MN 55044 16470 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
351 227715201100 C & S MANAGEMENT SERVICES LLC 16959 DYNAMIC DR LAKEVILLE MN 55044 16474 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
352 227715201110 JENNIFER M ELOFSON 16476 JARRETT CIR LAKEVILLE MN 55044 16476 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
353 227715201120 SYED M ALI 13789 CROSSCROFT PL ROSEMOUNT MN 55068 16480 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
354 227715201130 ROCCO & SUSAN E FORTE 16484 JARRETT CIR LAKEVILLE MN 55044 16484 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
355 227715201140 JENNIFER A MALLAN 16488 JARRETT CIR LAKEVILLE MN 55044 16488 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
356 227715201150 JENNIFER S LOTT 16490 JARRETT CIR LAKEVILLE MN 55044 16490 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
357 227715201160 ANDREW F SCHEERGER 16494 JARRETT CIR LAKEVILLE MN 55044 16494 JARRETT CIR RESIDENTIAL-TOWNHOUSE 0.5 4,430.79$ 2,215.40$
358 221870002010 ROBERT & IRENE KWAMI ATEKA 16435 JAVA LN LAKEVILLE MN 55044 16435 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
359 221870002020 JASON D & CELESTE K ERNST 16405 JAVA LN LAKEVILLE MN 55044 16405 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
360 221870002030 CHRIS & CHRISTINA DUDZINSKI 16377 JAVA LANE LAKEVILLE MN 55044 16377 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
361 221870002040 MICHAEL J & MIRANDA PATTEN 16373 JAVA LN LAKEVILLE MN 55044 16373 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
362 221870002050 TODD A & HEIDI L S SEVERSON 16367 JAVA LN LAKEVILLE MN 55044 16367 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
363 221870002060 ANDREW ERVASTI 16359 JAVA LN LAKEVILLE MN 55044 16359 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
364 221870002071 MICHAEL L & JAN L SHEADY 16357 JAVA LN LAKEVILLE MN 55044 16357 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
365 221870002080 SHAWNA L PETERSON 16355 JAVA LN LAKEVILLE MN 55044 16355 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
366 221870002090 NEILL B & JANET C RADKE 16353 JAVA CIR LAKEVILLE MN 55044 16353 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
367 221870002100 DANNY S & KIMBERLY L THIEDE 16351 JAVA CIR LAKEVILLE MN 55044 16351 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
368 221870002110 BRUCE J & MARY B JOHNSON 16349 JAVA CIR LAKEVILLE MN 55044 16349 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
369 221870002120 JOSEPH EDWARD JR EDER 16347 JAVA CIR LAKEVILLE MN 55044 16347 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
370 221870002130 MICHAEL O & AMY L HARWOOD 16345 JAVA CIR LAKEVILLE MN 55044 16345 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
371 221870003010 BARRY C BROOKS 16343 JAVA CIR LAKEVILLE MN 55044 16343 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
372 221870003020 DAVID & CHARLOTTE TOURTILLOTT 16341 JAVA CIR LAKEVILLE MN 55044 16341 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
373 221870003030 KEVIN JAY TEMPLETON 16339 JAVA CIR LAKEVILLE MN 55044 16339 JAVA CIR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
374 221870003040 TODD F RUEDY 16335 JAVA LN LAKEVILLE MN 55044 16335 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
375 221870003050 DEBRA A SCHRIENER 16333 JAVA LN LAKEVILLE MN 55044 16333 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
376 221870003060 TIMOTHY L & DEBORAH SEBION 16329 JAVA LN LAKEVILLE MN 55044 16329 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
377 221870003070 JOEL T & ERIN L TORNELL 16315 JAVA LN LAKEVILLE MN 55044 16315 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
378 221870003080 MICHAEL J & JANET L ERDMAN 16305 JAVA LN LAKEVILLE MN 55044 16305 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
379 221870003090 JONATHAN CHASE HEATH 16301 JAVA LN LAKEVILLE MN 55044 16301 JAVA LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
380 221870003100 GREGORY & BRENDA MOORE 10350 163RD ST W LAKEVILLE MN 55044 10350 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
381 221870003110 GREGORY M & PATRICE LEARY 10364 163RD ST W LAKEVILLE MN 55044 10364 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
382 221870003120 TYLER & ABBY GREY 10380 163RD ST W LAKEVILLE MN 55044 10380 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
383 221870003130 EUGENE L & DIANE F TVEIT 10398 163RD ST W LAKEVILLE MN 55044 10398 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
384 221870003140 MICHAEL J & JANE M DOWD 10416 163RD W LAKEVILLE MN 55044 10416 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
385 221870003150 RYAN OLSON 10430 163RD ST W LAKEVILLE MN 55044 10430 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
386 221870003160 CHARLES A RIPKA 10450 163RD ST W LAKEVILLE MN 55044 10450 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
387 221870003170 DUANE A & PATRICIA A MOE 10466 163RD ST W LAKEVILLE MN 55044 10466 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
388 221870003180 MICHAEL LEE & ELLEN MILLER 16306 JEWEL AVE LAKEVILLE MN 55044 16306 JEWEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
389 221870003190 MICHAEL & SANDRA MURPHY 16326 JEWEL AVE LAKEVILLE MN 55044 16326 JEWEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
390 221870003200 JOHN S & CATHERINE KING 16338 JEWEL AVE LAKEVILLE MN 55044 16338 JEWEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
391 224165004050 QADEER & JUHI SATTAR 11065 KENORA WAY LAKEVILLE MN 55044 11065 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
392 224165004040 DAVID P & ELLEN M STEFANIAK 11095 KENORA WAY LAKEVILLE MN 55044 11095 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
393 224165004030 GREG BRABANT 11115 KENORA WAY LAKEVILLE MN 55044 11115 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
394 224165004020 DAVID F & MARY F LARSON 11135 KENORA WAY LAKEVILLE MN 55044 11135 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
395 224165004010 KURT & CYNTHIA CHELLBERG 11155 KENORA WAY LAKEVILLE MN 55044 11155 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
396 224165003020 MONTY L DERSHEM 11195 KENORA WAY LAKEVILLE MN 55044 11195 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
397 224165103010 MANLEY & MARVEL WHEELER 11215 KENORA WAY LAKEVILLE MN 55044 11215 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
398 224161001030 KARA M DECKER 11235 KENORA WAY LAKEVILLE MN 55044 11235 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
399 224161001020 JAMES R & AMY ROSE REYNOLDS 11249 KENORA WAY LAKEVILLE MN 55044 11249 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
400 224161001010 ERIK & ABIGAIL L ANDERSON 11253 KENORA WAY LAKEVILLE MN 55044 11253 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
401 224165102160 SCOTT & SHERI ALMAN 16240 KENORA CT LAKEVILLE MN 55044 16240 KENORA CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
402 224165102150 JASON W THEEL 16220 KENORA CT LAKEVILLE MN 55044 16220 KENORA CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
403 224165102140 MICHAEL D & SUE A FERRAZZO 16215 KENORA CT LAKEVILLE MN 55044 16215 KENORA CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
404 224165102130 DEVI & RACHAEL PEARCE 16235 KENORA CT LAKEVILLE MN 55044 16235 KENORA CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
405 224165102120 JAMES M & JUDITH E MISENCIK 11285 163RD ST W LAKEVILLE MN 55044 11285 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
406 224165102110 ROBERT J & CAROL J METZ 11305 163RD ST LAKEVILLE MN 55044 11305 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
407 224165102100 KURT S & KAREE L TURESON 11325 163RD ST W LAKEVILLE MN 55044 11325 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
408 224165102090 FREWEINI A GEBREMARIAM 16270 KENWORTH CT LAKEVILLE MN 55044 16270 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
409 224165102080 TIMOTHY T & KRISTIN BOISJOLIE 16250 KENWORTH CT LAKEVILLE MN 55044 16250 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
410 224165102070 CRAIG & DENISE BOLINE 16230 KENWORTH CT LAKEVILLE MN 55044 16230 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
411 224165102060 DENNIS A FICK 16210 KENWORTH CT LAKEVILLE MN 55044 16210 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
412 224165102050 RICHARD A & SANDRA K JURCHISIN 16205 KENWORTH CT LAKEVILLE MN 55044 16205 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
413 224165102040 CANG T CAC 16225 KENWORTH CT LAKEVILLE MN 55044 16225 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
414 224165102030 ANTHONY E & JENNIFER HABER 16245 KENWORTH CT LAKEVILLE MN 55044 16245 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
415 224165102020 PATRICK E CONWAY 16265 KENWORTH CT LAKEVILLE MN 55044 16265 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
416 224165102010 RANDALL L & TIFFANY GAMESON 16285 KENWORTH CT LAKEVILLE MN 55044 16285 KENWORTH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
417 224165101080 JOHN BECKMAN 11354 163RD ST W LAKEVILLE MN 55044 11354 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
418 224165101090 KRISTI J MARCHESSAULT TSTE 11374 163RD ST W LAKEVILLE MN 55044 11374 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
419 224165101070 JOHN L & LINDA J JOHNSON 11312 KENWORTH LN LAKEVILLE MN 55044 11312 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
420 224165101060 GUY STEIN 11292 KENWORTH LANE LAKEVILLE MN 55044 11292 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
421 224165101050 RANDALL W & KAREN J KUZEL 11272 KENWORTH LN LAKEVILLE MN 55044 11272 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
422 224165101040 THOMAS B & CARLY E ODEN 11262 KENWORTH LN LAKEVILLE MN 55044 11262 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
423 224165101030 BARRY & KRISTINE BEYER 11252 KENWORTH LN LAKEVILLE MN 55044 11252 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
424 224165101020 CHRISTOPHER K DRAKE 11242 KENWORTH LN LAKEVILLE MN 55044 11242 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
425 224165101010 IVAL & GALINA PARTYKA 11222 KENWORTH LN LAKEVILLE MN 55044 11222 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
426 224165001010 KRISSAN J & JAMES C ARSENAULT 11212 KENWORTH LN LAKEVILLE MN 55044 11212 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
427 224435001100 RICK A SATHER 11189 164TH ST W LAKEVILLE MN 55044 11189 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
428 224435001090 GARY L & SALLY ERICKSON 11213 164TH ST W LAKEVILLE MN 55044 11213 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
429 224435001080 DM INVESTMENTS LLC 11229 164TH ST W LAKEVILLE MN 55044 11229 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
430 224435001070 MATTHEW J CAMPBELL 11237 164TH ST W LAKEVILLE MN 55044 11237 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
431 224435001060 MARY JANE DAHMES 11255 164TH ST W LAKEVILLE MN 55044 11255 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
432 224435001050 ALEX & ELENA MACHLICA 11273 164TH ST W LAKEVILLE MN 55044 11273 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
433 224435001040 JOSEPH & JOHANNA SAWATSKE 11291 164TH ST W LAKEVILLE MN 55044 11291 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
434 224435001031 SHEILA SKOGSTAD 11311 164TH ST W LAKEVILLE MN 55044 11311 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
435 224435001020 MATTHEW WILLIAMS 11331 164TH ST W LAKEVILLE MN 55044 11331 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
436 224435001010 CHAD R SCHNEIDER 11355 164TH ST LAKEVILLE MN 55044 11355 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
437 224435002010 LONNIE & VICTORIA SANDMANN 11330 164TH ST W LAKEVILLE MN 55044 11330 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
438 224435002040 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 16521 KENREEL AVE EXEMPT 1.0 4,430.79$ 4,430.79$
439 224435002050 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 --EXEMPT 1.0 4,430.79$ 4,430.79$
440 224435002060 WILLIAM S & VANESSA PORTER 16551 KENREEL AVE LAKEVILLE MN 55044 16551 KENREEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
441 223115001010 LARAE A SCHAFFER 16565 KENREEL AVE W LAKEVILLE MN 55044 16565 KENREEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
442 224435003113 LARRY J & JOAN LULF 16560 KENREEL AVE LAKEVILLE MN 55044 16560 KENREEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
443 224435003090 GREGORY J TUCCI 16570 KENREEL AVE LAKEVILLE MN 55044 16570 KENREEL AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
444 224435003080 DANNY DEAN & MERRYE SWENSON 11225 166TH ST W LAKEVILLE MN 55044 11225 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
445 224435003070 MARY M KNUTSON 11195 166TH ST W LAKEVILLE MN 55044 11195 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
446 224435003060 CLINTON R & KAREN L KENNEDY 16575 KENOSHA AVE LAKEVILLE MN 55044 16575 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
447 224435003050 DAVID A BIGGERSTAFF 16565 KENOSHA AVE LAKEVILLE MN 55044 16565 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
448 224435003040 KEITH SNELL 16539 KENOSHA AVE LAKEVILLE MN 55044 16539 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
449 224435003030 DAVID C & SUSAN M OSTLUND 16471 KENOSHA AVE W LAKEVILLE MN 55044 16471 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
450 224435003020 LESLIE ANGEL 16451 KENOSHA LAKEVILLE MN 55044 16451 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
451 224435003010 DUSTIN M JACKSON 11230 164TH ST W LAKEVILLE MN 55044 11230 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
452 224435004010 DAVID S & FRANCINE M ZOOK 11098 164TH ST W LAKEVILLE MN 55044 11098 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
453 224435004020 DUANE LEE FELLING 11152 164TH ST W LAKEVILLE MN 55044 11152 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
454 224435004041 DENNIS & MICHELLE CHICK 11160 164TH ST W LAKEVILLE MN 55044 11160 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
455 224435004042 THOMAS L & MICHELLE VOLK 16452 KENOSHA AVE W LAKEVILLE MN 55044 16452 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
456 224435004050 DEANNA S SUESS 16484 KENOSHA AVE LAKEVILLE MN 55044 16484 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
457 224435004060 GREG S & LISA D HENNINGSEN 16530 KENOSHA AVE W LAKEVILLE MN 55044 16530 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
458 224435004070 BILL E COOPER 16570 KENOSHA AVE LAKEVILLE MN 55044 16570 KENOSHA AVE RESIDENTIAL 1.0 4,430.79$ 4,430.79$
459 224435004080 LEEANNA C BECKMAN 11149 166TH ST W LAKEVILLE MN 55044 11149 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
460 224435004090 THOMAS P & VANESSA K SZYMAN 11135 166TH ST W LAKEVILLE MN 55044 11135 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
461 224435004100 JENNIFER C MUNSON 11091 166TH ST W LAKEVILLE MN 55044 11091 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
462 224435004110 DUANE L ADELMAN 11075 166TH ST W LAKEVILLE MN 55044 11075 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
463 224435004120 RICHARD K & TARA L BOHNEN 11055 166TH ST W LAKEVILLE MN 55044 11055 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
464 224435004130 DAARON R & MICHELL DELONG 11027 166TH ST W LAKEVILLE MN 55044 11027 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
465 220011025014 KIRT L & TRACTY A GARRISON 11073 164TH ST W LAKEVILLE MN 55044 11073 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
466 224165005010 TIMOTHY PETERSON 11149 164TH ST W LAKEVILLE MN 55044 11149 164TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
467 224165005020 JOSHUA M & AMY M RUEGG 16394 KENT TRL LAKEVILLE MN 55044 16394 KENT TRL RESIDENTIAL 1.0 4,430.79$ 4,430.79$
468 224165005030 CHRISTOPHER J WALKER 16366 KENT TRL LAKEVILLE MN 55044 16366 KENT TRL RESIDENTIAL 1.0 4,430.79$ 4,430.79$
469 224165005040 JUSTIN DENNIS STREY 16338 KENT TRL LAKEVILLE MN 55044 16338 KENT TRL RESIDENTIAL 1.0 4,430.79$ 4,430.79$
470 224165005050 BROOKS L & MEGAN K LILLEHEI 11146 KENORA WAY LAKEVILLE MN 55044 11146 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
471 224165005060 JEFFREY & ANDREA FRAZHO 11120 KENORA WAY LAKEVILLE MN 55044 11120 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
472 224165005070 JEFFREY L & MARIA F SCHAFF 11096 KENORA WAY LAKEVILLE MN 55044 11096 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
473 224165005080 TERESA BYRNE 11080 KENORA WAY LAKEVILLE MN 55044 11080 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
474 224165005090 STEPHEN T & VIRGINIA LAMPERT 11062 KENORA WAY LAKEVILLE MN 55044 11062 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
475 224165005100 GREGORY T & JOAN M PORTEN 11050 KENORA WAY LAKEVILLE MN 55044 11050 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
476 224165005110 CHRISTINE R ERICKSON 11036 KENORA WAY LAKEVILLE MN 55044 11036 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
477 224165002020 PAUL J & JANET L GEIS 11198 KENORA WAY LAKEVILLE MN 55044 11198 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
478 224165002010 JEFFREY D & MARTHA J DEYO 11220 KENORA WAY LAKEVILLE MN 55044 11220 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
479 224165104010 JULI ANN TRYGSTAD 11240 KENORA WAY LAKEVILLE MN 55044 11240 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
480 224165104020 JESSE M & TORINNE L RIEBEL 11260 KENORA WAY LAKEVILLE MN 55044 11260 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
481 224165104030 GREGORY J & MARY J KOT 11280 KENORA WAY LAKEVILLE MN 55044 11280 KENORA WAY RESIDENTIAL 1.0 4,430.79$ 4,430.79$
482 224165104040 AMY M & DANNY M HANSON 11274 163RD ST LAKEVILLE MN 55044 11274 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
483 224165104050 KRISTINE M TEICH 11294 163RD ST W LAKEVILLE MN 55044 11294 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
484 224165104060 CONSTANCE B KILLION 16391 72ND PL N MAPLE GROVE MN 55311 11314 163RD ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
485 224165104070 JASON A HOROWITZ 11327 KENWORTH LN LAKEVILLE MN 55044 11327 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
486 224165104080 CHAD A & KAREN M MEYER 11307 KENWORTH LN LAKEVILLE MN 55044 11307 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
487 224165104090 STEVEN A & TRACY A BROWN 11287 KENWORTH LN LAKEVILLE MN 55044 11287 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
488 224165104100 G STEVEN SONNENLEITER 11267 KENWORTH LN LAKEVILLE MN 55044 11267 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
489 224165104110 MARK R & MERI K NIELSEN 11247 KENWORTH LN LAKEVILLE MN 55044 11247 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
490 224165104120 MICHAEL W SCHOEN TSTE 11227 KENWORTH LN LAKEVILLE MN 55044 11227 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
491 224165002040 THOMAS H & LYNDALL JOHNSON 11217 KENWORTH LN LAKEVILLE MN 55044 11217 KENWORTH LN RESIDENTIAL 1.0 4,430.79$ 4,430.79$
492 224165002030 GARY STEFFEN 16359 KENT TRL LAKEVILLE MN 55044 16359 KENT TRL RESIDENTIAL 1.0 4,430.79$ 4,430.79$
493 223115002010 BRUCE A & JANET CARRICK 11264 166TH ST W LAKEVILLE MN 55044 11264 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
494 223115002020 GARY L & MARLENE A HOOVER 11240 166TH ST W LAKEVILLE MN 55044 11240 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
495 224435002100 GOLDEN ACRE PROPERTIES LLC 8950 90TH CT WAY NORTHFIELD MN 55057 11220 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
496 224435002110 DAVID J & ELIZABETH WEILER 11212 166TH ST W LAKEVILLE MN 55044 11212 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
497 224435002120 KIM D & BECKY J HERRERA 11190 166TH ST W LAKEVILLE MN 55044 11190 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
498 224435002130 MARK D NOWACK 11180 166TH ST W LAKEVILLE MN 55044 11180 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
499 224435002140 ERIK HOVE 11160 166TH ST W LAKEVILLE MN 55044 11160 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
500 224435002150 CHAD A ROSE 11140 166TH ST W LAKEVILLE MN 55044 11140 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
501 224435002160 STANLEY W & DIANE L CRAMER 11120 166TH ST W LAKEVILLE MN 55044 11120 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
502 224435002170 BRIAN B & RAE A GUST 11080 166TH ST W LAKEVILLE MN 55044 11080 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
503 224435002180 JOHN C LYON 11070 166TH ST W LAKEVILLE MN 55044 11070 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
504 224435002190 KIM & BONNIE CHRISTENSON 11060 166TH ST W LAKEVILLE MN 55044 11060 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
505 224435002200 KYLE J & ERIKA KOEBERL 11040 166TH ST W LAKEVILLE MN 55044 11040 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
506 224435002210 MARLON ELIAS 11020 166TH ST W LAKEVILLE MN 55044 11020 166TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
507 223795001010 BARBOZA FERNANDO MELLADO 11225 LOWER 167TH ST W LAKEVILLE MN 55044 11225 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
508 223795001020 JOHN D MOCKENHAUPT 11205 LOWER 167TH ST W LAKEVILLE MN 55044 11205 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
509 223795001030 JAMIE M LAMB 11185 LOWER 167TH ST W LAKEVILLE MN 55044 11185 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
510 223795001040 ROY A & CARMEN LEE 11165 LOWER 167TH ST LAKEVILLE MN 55044 11165 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
511 223795001050 ERIN LEON 11145 LOWER 167TH ST W LAKEVILLE MN 55044 11145 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
512 223795001060 SCOTT W & HIEU T MURPHY 11125 LOWER 167TH ST W LAKEVILLE MN 55044 11125 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
513 223795001070 KELSEY JEANETTE & AN KLEIN 11105 LOWER 167TH ST LAKEVILLE MN 55044 11105 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
514 223795001080 KYLE & MARISA MILLER 11085 LOWER 167TH ST LAKEVILLE MN 55044 11085 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
515 223795000010 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 11075 LOWER 167TH ST W EXEMPT 1.0 4,430.79$ 4,430.79$
516 223795003010 JOYCE M & LOREN ANDERSON 11065 LOWER 167TH ST LAKEVILLE MN 55044 11065 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
517 223795003020 JOSEPH FRICKE 11045 LOWER 167TH ST W LAKEVILLE MN 55044 11045 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
518 223795003030 JAMES W & S FIRM 11050 LOWER 167TH ST LAKEVILLE MN 55044 11050 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
519 223795003040 DALE & ROBIN BUNGERT 11060 UPPER 167TH ST LAKEVILLE MN 55044 11060 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
520 223795003050 CATHLEEN A & PAUL LUNDGREN 11070 UPPER 167TH ST LAKEVILLE MN 55044 11070 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
521 223795003060 LANCE A LAWRENCE 11090 UPPER 167TH ST W LAKEVILLE MN 55044 11090 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
522 223795003070 JOHN V NAESETH 11100 UPPER 167TH ST LAKEVILLE MN 55044 11100 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
523 223795003080 CHAD & PAUL SENNE 11110 UPPER 167TH ST W LAKEVILLE MN 55044 11110 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
524 223795003090 MATTHEW T & JAMIE N NULL 21123 IXONIA LN LAKEVILLE MN 55044 11120 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
525 220011055011 ANITA HIRSCHOFF 11130 UPPER 167TH ST W LAKEVILLE MN 55044 11130 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
526 220011055012 DAVID A & DEBRA M FUGLEBERG 16754 KENWOOD TRL LAKEVILLE MN 55044 16754 KENWOOD TRL RESIDENTIAL 1.0 4,430.79$ 4,430.79$
527 223795002140 NOAH W FUNK 11195 UPPER 167TH ST W LAKEVILLE MN 55044 11195 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
528 223795002130 ROBERT C & DORI L CHOUINARD 11175 UPPER 167TH ST LAKEVILLE MN 55044 11175 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
529 223795002120 STEVEN J & LAURA A RAJAVUORI 16659 INTERLACHEN BLVD LAKEVILLE MN 55044 11155 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
530 223795002110 NILA J POLINDER TSTE 11135 UPPER 167TH ST W LAKEVILLE MN 55044 11135 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
531 223795002100 ADAM M & KIRSTEN D KLEIN 11115 UPPER 167TH ST W LAKEVILLE MN 55044 11115 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
532 223795002090 RYAN SCHMIDT 11095 UPPER 167TH ST W LAKEVILLE MN 55044 11095 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
533 223795002080 AMY TUCCI 11075 UPPER 167TH ST W LAKEVILLE MN 55044 11075 UPPER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
534 223795002070 PSRGSOLD LLC 13875 HIGHWAY 13 S STE 100 SAVAGE MN 55378 11080 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
535 223795002060 BENJAMIN W & AMANDA PFLUEGER 11100 LOWER 167TH ST W LAKEVILLE MN 55044 11100 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
536 223795002050 DALE A & ROSE M BLUEMKE 11120 LOWER 167TH ST W LAKEVILLE MN 55044 11120 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
537 223795002040 ZACHARY J KURKI 11140 LOWER 167TH ST W LAKEVILLE MN 55044 11140 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
538 223795002030 BANKMAN ENDEAVORS LLC PO BOX 88 LAKEVILLE MN 55044 11160 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
539 223795002020 ANDREW & MERRIDETH STROHBEHN 11180 LOWER 167TH ST W LAKEVILLE MN 55044 11180 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
540 223795002010 KEVIN & RACHELLE JACOBSON 11200 LOWER 167TH ST LAKEVILLE MN 55044 11200 LOWER 167TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
541 220011031030 EVERGREEN COMMUNITY CHURCH 2300 E 88TH ST BLOOMINGTON MN 55425 16165 KENWOOD TRL EXEMPT 2.0 6,146.81$ 12,293.62$
542 220011050030 YMCA OF MPLS METRO OFFICE 2125 HENNEPIN AVE E MINNEAPOLIS MN 55413 11490 KLAMATH TRL EXEMPT 3.0 6,146.81$ 18,440.43$
543 223060000041 BARBARA J TEFF 11045 170TH ST W LAKEVILLE MN 55044 11045 170TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
544 223060000020 SEAN T & JENNIFER L THAYER 16965 KENMORE DR LAKEVILLE MN 55044 16965 KENMORE DR RESIDENTIAL 2.0 4,430.79$ 8,861.58$
545 223060000012 SUZANNE G JUBERIAN 16935 KENMORE DR LAKEVILLE MN 55044 16935 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
546 223795102010 DAVID J BROOKS 16915 KENMORE DR LAKEVILLE MN 55044 16915 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
547 223795102020 DALYNN J REGEHR 16895 KENMORE DR S LAKEVILLE MN 55044 16895 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
548 223795102030 JOSEPH C DAVIS 16875 KENMORE DR LAKEVILLE MN 55044 16875 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
549 223795102040 MATTHEW & JAMIE NULL TSTE 21123 IXONIA LN LAKEVILLE MN 55044 16865 KENMORE CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
550 223795103010 ROBERT & KATHY TOENJES 16855 KENMORE CT LAKEVILLE MN 55044 16855 KENMORE CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
551 223795103020 ROBERT W HOFFMAN 16845 KENMORE CT LAKEVILLE MN 55044 16845 KENMORE CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
552 223795103030 MARY NELL DURBAND 16835 KENMORE CT S LAKEVILLE MN 55044 16835 KENMORE CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
553 223795103040 DANIEL G SHAW 16825 KENMORE DR LAKEVILLE MN 55044 16825 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
554 223795103050 KURT S & MELANIE B KREMER 11090 168TH ST W LAKEVILLE MN 55044 11090 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
555 223795103060 LINDA K CRAM-SMITH 11110 168TH ST W LAKEVILLE MN 55044 11110 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
556 223795103070 CARA MCLACHLAN 4320 WITTER RD LANGLEY WA 98260 11120 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
557 223795101170 DANNA E KRAFT 11135 168TH ST LAKEVILLE MN 55044 11135 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
558 223795101160 PHILLIP S & MICHELLE CARLSON 11125 168TH ST W LAKEVILLE MN 55044 11125 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
559 223795101150 GLADYS L JACKSON TSTE 11115 168TH ST W LAKEVILLE MN 55044 11115 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
560 223795101140 ROBERT D & ROBERTA HALLING 11105 168TH ST W LAKEVILLE MN 55044 11105 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
561 223795101130 SIMON M & SUSAN K NYAMARI 11095 168TH ST W LAKEVILLE MN 55044 11095 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
562 223795101120 NORBERT V ROTHER 11075 168TH ST W LAKEVILLE MN 55044 11075 168TH ST W RESIDENTIAL 1.0 4,430.79$ 4,430.79$
563 223795101110 NORMAN W & DAWN L NELSON 16800 KENMORE DR LAKEVILLE MN 55044 16800 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
564 223795101100 ROBERT M BOMSTA 16820 KENMORE DR LAKEVILLE MN 55044 16820 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
565 223795101090 DANIEL GORDON 16860 KENMORE DR LAKEVILLE MN 55044 16860 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
566 223795101080 JOHN M APOLLONI 16870 KENMORE DR LAKEVILLE MN 55044 16870 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
567 223795101070 JOHN & JULIE SIMON 16880 KENMORE DR LAKEVILLE MN 55044 16880 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
568 223795101060 LARRY L & JOYCE A BYRD 16900 KENMORE DR LAKEVILLE MN 55044 16900 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
569 223795101050 STEPHEN L POPE 16920 KENMORE DR LAKEVILLE MN 55044 16920 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
570 223795101040 PATRICK J DUNHAM 16940 KENMORE DR LAKEVILLE MN 55044 16940 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
571 223795101030 DONALD D VOLK 16960 KENMORE DR LAKEVILLE MN 55044 16960 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
572 223795101020 PATRICK A MACZKO 16980 KENMORE DR LAKEVILLE MN 55044 16980 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
573 223795101010 RUSSELL THOMAS 17000 KENMORE DR LAKEVILLE MN 55044 17000 KENMORE DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
574 223795100010 CITY OF LAKEVILLE 20195 HOLYOKE AVE LAKEVILLE MN 55044 17020 KENMORE DR EXEMPT 1.0 4,430.79$ 4,430.79$
575 220011054021 ROBERT R JR JACKSON 11040 170TH ST W LAKEVILLE MN 55044 11040 170TH ST W COMMERCIAL 1.0 4,430.79$ 4,430.79$
576 220011057020 GLADYS HOOD TSTE 22820 PILLSBURY AVE S LAKEVILLE MN 55044 17006 KENWOOD TRL W COMMERCIAL 1.0 4,430.79$ 4,430.79$
577 225472024100 WALTER R & R STERNBERG 16720 KLAMATH TRL LAKEVILLE MN 55044 16720 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
578 225472015080 DAISY S CHRISTIE 16750 KLAMATH TRL LAKEVILLE MN 55044 16750 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
579 225472023020 DAISY CHRISTIE 16750 KLAMATH TRL LAKEVILLE MN 55044 16750 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
580 225472007040 INDEPENDENT SCHOOL DIST 194 8670 210TH ST W LAKEVILLE MN 55044 16531 KLAMATH TRL EXEMPT 8.0 6,146.81$ 49,174.48$
581 221360000441 MAYNARD C & JANET M ANDERSON 16475 KLAMATH TRL LAKEVILLE MN 55044 16475 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
582 224240001030 RONALD & LOIS INGERSOLL 16305 KNOLLS PATH LAKEVILLE MN 55044 16305 KNOLLS PATH RESIDENTIAL 1.0 6,243.85$ 6,243.85$
583 224240001020 GEORGE MUNZENRIEDER 16306 KNOLLS PATH W LAKEVILLE MN 55044 16306 KNOLLS PATH RESIDENTIAL 1.0 6,243.85$ 6,243.85$
584 224240001010 MILLSTON PROPERITIES LLC 8500 NORMANDALE LAKE BLVD STE 1750 BLOOMINGTON MN 55437 16310 KNOLLS PATH RESIDENTIAL 1.0 6,243.85$ 6,243.85$
585 220021009010 LEE OLIVER & JOLENE FRANSDAL 16415 KLAMATH TRL LAKEVILLE MN 55044 16415 KLAMATH TRL RESIDENTIAL 1.0 6,243.85$ 6,243.85$
586 220021007010 VICTOR L ACHENBACH 16300 KLAMATH TRL LAKEVILLE MN 55044 16300 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
587 223070001010 GERALD P & KAREN L NORTON 16201 KEYSTONE CT LAKEVILLE MN 55044 16201 KEYSTONE CT RESIDENTIAL 1.0 6,243.85$ 6,243.85$
588 223070001020 G DAVID & DEBRA BALL TSTE 16151 KEYSTONE CT LAKEVILLE MN 55044 16151 KEYSTONE CT RESIDENTIAL 1.0 6,243.85$ 6,243.85$
589 220021004010 WM E & PATTI L FLIKEID 16424 KNOLLS PATH W LAKEVILLE MN 55044 16424 KNOLLS PATH RESIDENTIAL 1.0 6,243.85$ 6,243.85$
590 223070001040 JAMES J & YOLANDA NEWMAN 16134 KEYSTONE CT LAKEVILLE MN 55044 16134 KEYSTONE CT RESIDENTIAL 1.0 6,243.85$ 6,243.85$
591 223070001050 MICHAEL S & BONITA R HOLLOWAY 16172 KEYSTONE CT LAKEVILLE MN 55044 16172 KEYSTONE CT RESIDENTIAL 1.0 6,243.85$ 6,243.85$
592 220021005010 EVERGREEN COMMUNITY CHURCH 2300 E 88TH ST BLOOMINGTON MN 55425 16229 KLAMATH TRL EXEMPT 3.0 6,146.81$ 18,440.43$
593 220021010020 YMCA OF MPLS METRO OFFICE 2125 HENNEPIN AVE E MINNEAPOLIS MN 55413 11490 KLAMATH TRL EXEMPT 7.0 6,146.81$ 43,027.67$
594 224187001010 KEN & CAMELE N SAPP 16350 KLAMATH TRL LAKEVILLE MN 55044 16350 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
595 224187001021 NIKOLAY ZAYTSEV 16394 KLAMATH TRL LAKEVILLE MN 55044 16394 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
596 224187001022 JAMES W & RACHEL A SCHLIMMER 15321 TIMBER RIDGE DR BURNSVILLE MN 55306 --RESIDENTIAL 1.0 4,430.79$ 4,430.79$
597 224187001042 ROBERT N & JODENE M WALFOORT 16420 KINGSWOOD DR LAKEVILLE MN 55044 16420 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
598 224187001043 MARK FINHOLT 16470 KINGSWOOD DR LAKEVILLE MN 55044 16470 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
599 224187001050 DANIEL A & TINA L OLIVER 16480 KINGSWOOD DR LAKEVILLE MN 55044 16480 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
600 224187001060 HASKELL IV NOYES 16490 KINGSWOOD DR LAKEVILLE MN 55044 16490 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
601 224187001070 BRIAN N & LEOLA J HULSETHER 16500 KINGSLEY CT LAKEVILLE MN 55044 16500 KINGSLEY CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
602 224187001080 JOHN J & MARY L VITOLS 16504 KINGSLEY CT LAKEVILLE MN 55044 16504 KINGSLEY CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
603 224187001090 STEVEN L KOSIER 16508 KINGSLEY CT LAKEVILLE MN 55044 16508 KINGSLEY CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
604 224187001100 DARRELL G & ANN V TRENARY 16512 KINGSWOOD DR LAKEVILLE MN 55044 16512 KINGSLEY CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
605 224187002121 DARRIN & SHERRIE KING 17957 KINCAID CIR LAKEVILLE MN 55044 16515 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
606 224187002111 THOMAS J & MARY G KLOOS 16505 KINGSWOOD DR LAKEVILLE MN 55044 16505 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
607 224187002100 JAMES K BOONE 16495 KINGSWOOD DR LAKEVILLE MN 55044 16495 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
608 224187002090 DAVID P & ELIZABETH POTASEK 16485 KINGSWOOD DR LAKEVILLE MN 55044 16485 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
609 224187002080 LEE B & ROBIN E SORENSON 16475 KINGSWOOD DR LAKEVILLE MN 55044 16475 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
610 224187002070 MARK L & HEIDI R BAILEY TST 16455 KINGSWOOD CT LAKEVILLE MN 55044 16465 KINGSWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
611 224187002060 MARK L & HEIDI R BAILEY TST 16455 KINGSWOOD CT LAKEVILLE MN 55044 16455 KINGSWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
612 224187002050 BRIAN J SCANLON 16445 KINGSWOOD CT LAKEVILLE MN 55044 16445 KINGSWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
613 224187002040 TYLER THOMAS 16425 KINGSWOOD CT LAKEVILLE MN 55044 16425 KINGSWOOD CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
614 224187002030 ADAM & CARA NITZ 16411 KINGSWOOD DR LAKEVILLE MN 55044 16411 KINGSWOOD DR RESIDENTIAL 1.0 4,430.79$ 4,430.79$
615 224187002010 NEAL H RISCHALL 16420 KLAMATH TRL LAKEVILLE MN 55044 16420 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
616 224186101040 STEVE E LUSSIER 16526 KLAMATH TRL LAKEVILLE MN 55044 16526 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
2019 Street Reconstruction Project Date:10/10/2018
19-02 Single Family Unit Assessment Rate (Rural Residential)6,243.85$ Revised:
Single Family Unit Assessment Rate (Urban Residential)4,430.79$
Single Family Unit Assessment Rate (Collector Residential)6,146.81$
MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP
CODE
PROPERTY
NUMBER PROPERTY STREET USE DESCRIPTION
SF RES.
EQUIV.
UNITS
UNIT
ASSESSMENT
RATE
PROPOSED
ASSESSMENT
Golden Leaf Forest; Knolls Valley; Kingswood Estates; Kingsley Cove; Kingsley Cove 2nd Addition; Orchard Lake; Registered Land Survey 13; Kenwood Oaks; Kenwood Oaks Second Addition; Kenora Ridge; Lakeville
Hills; Grohoskis Rearrangement; Jackson Heights; Jackson Heights Second Addition; Gola Heights; Crystal Ridge Estates; Town and Country Estates 3rd Addition; Oak Shores Second, Third, Fourth, Sixth, Seventh,
Tenth Additions; Vista First Addition; Bluebill Bay Estates; Logarto; Logarto 2nd Addition; Fourth Addition to Benham Investment Company’s Minnesota Orchard Gardens.
Preliminary Assessment Roll
City Name Project:
City Project No.:
617 224186101030 THEODORE & PAULA HOLMES 16547 KLAMATH CT LAKEVILLE MN 55044 16547 KLAMATH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
618 224186101020 CHARLES R III ALEXANDER 16559 KLAMATH CT LAKEVILLE MN 55044 16559 KLAMATH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
619 224186101010 ERIK A & MARLAIS O BRAND 16555 KLAMATH TER LAKEVILLE MN 55044 16555 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
620 225472015180 THOMAS & DARLENE NORDWALL 16650 KLAMATH TRL LAKEVILLE MN 55044 16650 KLAMATH TRL RESIDENTIAL 1.0 6,146.81$ 6,146.81$
621 224186002080 BRENT H & BROOKE A MCBEATH 16630 KLAMATH TER LAKEVILLE MN 55044 16630 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
622 224186002070 JAMES W & KIMBERLY A STEINER 16624 KLAMATH TER LAKEVILLE MN 55044 16624 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
623 224186002060 JEFFREY T & DEBORAH NELSON 16618 KLAMATH TER LAKEVILLE MN 55044 16618 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
624 224186002050 MARK J HADDORFF 16612 KLAMATH TER LAKEVILLE MN 55044 16612 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
625 224186002040 PAUL L & JULIE A BLACKLOCK 16606 KLAMATH TER LAKEVILLE MN 55044 16606 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
626 224186002030 FRANK M & DONNA L LOMBARDO 16600 KLAMATH TER LAKEVILLE MN 55044 16600 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
627 224186002020 ANDREW KROLL 16594 KLAMATH TER LAKEVILLE MN 55044 16594 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
628 224186002010 HUGO & MARIBEL GUERRA 16590 KLAMATH TER LAKEVILLE MN 55044 16590 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
629 224186001060 CARLTON R GARBORG 16584 KLAMATH TER LAKEVILLE MN 55044 16584 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
630 224186001050 BRIAN K SCHMIDT 16583 KLAMATH TER LAKEVILLE MN 55044 16583 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
631 224186001040 MARY ANNE NOLAN 16577 KLAMATH TER LAKEVILLE MN 55044 16577 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
632 224186001030 HENRY BUI 16573 KLAMATH TER LAKEVILLE MN 55044 16573 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
633 224186001020 LAWRENCE & PAULETTE DUSHEK 16567 KLAMATH TER LAKEVILLE MN 55044 16567 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
634 224186001010 WENDY J JORGENSON KOODA 16561 KLAMATH TER LAKEVILLE MN 55044 16561 KLAMATH TER RESIDENTIAL 1.0 4,430.79$ 4,430.79$
635 224186101060 WILFRED J WAGNER 16544 KLAMATH CT LAKEVILLE MN 55044 16544 KLAMATH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
636 224186101050 JOHN S & BARBARA J T VANDYKE 16545 KLAMATH CT LAKEVILLE MN 55044 16545 KLAMATH CT RESIDENTIAL 1.0 4,430.79$ 4,430.79$
637 221360000141 CLIFFORD & MARLYS THOM 12145 162ND ST W LAKEVILLE MN 55044 12145 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
638 221360000130 CHRISTY LOCKARD 12215 162ND ST W LAKEVILLE MN 55044 12215 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
639 221360000120 BURT D THORP REVOCABLE TRUST PO BOX 172 EPHRAIM WI 54211 12265 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
640 221360000060 DIANE R & TIMOTHY J PETERSON 12295 162ND ST W LAKEVILLE MN 55044 12295 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
641 221360000070 ALFRED J & BRIGITTE HANCOCK 12305 162ND ST W LAKEVILLE MN 55044 12305 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
642 221360000110 LISA J & RONALD LEE RYAN 12335 162ND ST W LAKEVILLE MN 55044 12335 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
643 221360000292 KENNETH A & CAROL M JACOBSON 16140 LINCH AVE LAKEVILLE MN 55044 16140 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
644 229013000010 JOHN G TROYER 16135 LINCH AVE LAKEVILLE MN 55044 16135 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
645 229013000020 PETER J & CHARLEEN M SIMS 16205 LINCH AVE S LAKEVILLE MN 55044 16205 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
646 221360000310 DANIEL F & JONI M ANDERSON 16265 LINCH PATH LAKEVILLE MN 55044 16265 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
647 221360000321 JOHN E JR HARMON 16335 LINCH AVE LAKEVILLE MN 55044 16335 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
648 221360000490 CHRISTIAN FAMILY CHURCH 509 12TH ST NE OWATONNA MN 55060 16415 LINCH AVE EXEMPT 1.0 6,243.85$ 6,243.85$
649 221360000501 ROBERT M & MARY T HUNT 16445 LINCH AVE S LAKEVILLE MN 55044 16445 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
650 221360000480 GARY & V OLESON ZARN 16420 LINCH AVE LAKEVILLE MN 55044 16420 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
651 221360000330 DANIE M & SHELBY J BEACH 16350 LINCH AVE LAKEVILLE MN 55044 16350 LINCH AVE RESIDENTIAL 1.0 6,243.85$ 6,243.85$
652 221360000340 DAVID W & MARIA G STALSBERG 12330 163RD ST W LAKEVILLE MN 55044 12330 163RD ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
653 221360000350 BRUCE A & BARBARA A BACHMAN 12240 163RD ST W LAKEVILLE MN 55044 12240 163RD ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
654 221360000252 EDWARD D & MARILYN DAHLBY 16225 JUDICIAL RD LAKEVILLE MN 55044 16225 JUDICIAL RD RESIDENTIAL 0.5 6,243.85$ 3,121.93$
655 221360000251 RICHARD L ECKMAN 12275 163RD ST W LAKEVILLE MN 55044 12275 163RD ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
656 221360000270 MICHAEL & LORI THOMPSON 12341 163RD ST W LAKEVILLE MN 55044 12341 163RD ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
657 221360000300 LEONARD GROSS 12405 163RD ST W LAKEVILLE MN 55044 12405 163RD ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
658 229013000030 SHAROL L STERRY 12390 162ND ST W LAKEVILLE MN 55044 12390 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
659 229013000040 ROBERT K OLTMAN 12330 162ND ST W LAKEVILLE MN 55044 12330 162ND ST W RESIDENTIAL 1.0 6,243.85$ 6,243.85$
660 223070001030 PAUL C & DONNA I GRAVELINE 16123 KEYSTONE CT LAKEVILLE MN 55044 16123 KEYSTONE CT RESIDENTIAL 1.0 6,243.85$ 6,243.85$
(1)Designates apartment complexes that contain four units each, assessed at 0.25 REU per unit, totalling 1 REU per complex.
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
APPENDIX D
Geotechnical Evaluation Report
Table of Contents
Description Page
A. Introduction ...................................................................................................................................... 1
A.1. Project Description .............................................................................................................. 1
A.2. Purpose ................................................................................................................................ 1
A.3. Background Information and Reference Documents .......................................................... 1
A.4. Project Area Conditions ....................................................................................................... 1
A.5. Scope of Services ................................................................................................................. 2
B. Results .............................................................................................................................................. 2
B.1. Exploration Logs .................................................................................................................. 2
B.1.a. Log of Boring Sheets ............................................................................................... 2
B.1.b. Geologic Origins ..................................................................................................... 3
B.2. Geologic Profile ................................................................................................................... 3
B.2.a. Geologic Materials ................................................................................................. 3
B.2.b. Groundwater .......................................................................................................... 5
B.3. Laboratory Test Results ....................................................................................................... 5
C. Basis for Recommendations ............................................................................................................. 6
C.1. Design Details ...................................................................................................................... 6
C.1.a. Traffic Loads ........................................................................................................... 6
C.1.b. Anticipated Grade Changes .................................................................................... 6
C.1.c. Precautions Regarding Changed Information ........................................................ 6
C.2. Design and Construction Considerations ............................................................................ 7
C.2.a. Pavement Reclamation/Reuse ............................................................................... 7
C.2.b. Pavement Subgrades and Drainage ....................................................................... 7
C.2.c. Utilities ................................................................................................................... 8
D. Recommendations ........................................................................................................................... 8
D.1. Pavements ........................................................................................................................... 8
D.1.a. Subgrade Preparation and Proofrolls ..................................................................... 8
D.1.b. Backfill and Material Compaction .......................................................................... 9
D.1.c. Design Sections ...................................................................................................... 9
D.1.d. Pavement Materials and Compaction .................................................................. 10
D.2. Utilities .............................................................................................................................. 10
D.2.a. Utility Subgrades .................................................................................................. 10
D.2.b. Excavation Side Slopes ......................................................................................... 10
D.2.c. Selection, Placement and Compaction of Backfill ................................................ 11
D.2.d. Excavation Dewatering ......................................................................................... 11
D.2.e. Corrosion Potential .............................................................................................. 11
D.3. Construction Quality Control ............................................................................................ 11
D.3.a. Excavation Observations ...................................................................................... 11
D.3.b. Materials Testing .................................................................................................. 11
D.3.c. Pavement Subgrade Proof-Roll ............................................................................ 12
D.3.d. Cold Weather Precautions ................................................................................... 12
E. Procedures...................................................................................................................................... 12
E.1. Standard Penetration Test Borings ................................................................................... 12
E.2. Material Classification and Testing ................................................................................... 12
E.2.a. Visual and Manual Classification .......................................................................... 12
E.2.b. Laboratory Testing ............................................................................................... 13
E.3. Groundwater Measurements ............................................................................................ 13
F. Qualifications .................................................................................................................................. 13
F.1. Variations in Subsurface Conditions .................................................................................. 13
F.1.a. Material Strata ..................................................................................................... 13
F.1.b. Groundwater Levels ............................................................................................. 13
F.2. Continuity of Professional Responsibility .......................................................................... 14
F.2.a. Plan Review .......................................................................................................... 14
F.2.b. Construction Observations and Testing ............................................................... 14
F.3. Use of Report..................................................................................................................... 14
F.4. Standard of Care ................................................................................................................ 14
Appendix
Boring Location Sketch
Log of Boring Sheets (ST-47 through ST-60, ST-105 through ST-120)
Descriptive Terminology
A. Introduction
A.1. Project Description
This Geotechnical Evaluation Report addresses the proposed 2019 Street Reconstruction Project in
Lakeville, Minnesota. The approximate location can be seen on the Boring Location Sketch in the
Appendix of the report. The scope of the project includes reclamation of existing pavement, installation
of new curb and gutter, storm sewer improvements, and new surfacing.
A.2. Purpose
The purpose of this geotechnical evaluation was to characterize subsurface geologic conditions at
selected exploration locations and evaluate their impact on the design and construction of the proposed
2019 Street Reconstruction Project in the City of Lakeville.
A.3. Background Information and Reference Documents
To facilitate our evaluation, we were provided with or reviewed the following information or documents:
A base map of the project area provided by the City of Lakeville that included boring
locations and proposed penetration depths.
Geologic Atlas of Dakota County available from the Minnesota Geological Survey.
A.4. Project Area Conditions
The project area consists of residential streets. Terrain is generally rolling hills. Our referenced
documents and past project experience in the general area indicate that the site is underlain with mixed
glacial till and outwash, mainly consisting of sand, loamy sand, and sandy loam.
No traffic counts were available from MnDOT for the area.
City of Lakeville
Project B14-07789
August 21, 2017
Page 2
A.5. Scope of Services
Our scope of services for this project was originally submitted as a Proposal to Ms. Monica Heil (then of
the City of Lakeville), for which we received signed authorization to proceed. Tasks performed in
accordance with our authorized scope of services included:
Staking and clearing exploration locations of underground utilities.
Performing 14 standard penetration test borings to 5 feet below the existing street surfaces,
and 16 standard penetration test borings to 10 feet below the existing street surfaces.
Performing laboratory moisture content tests, mechanical analyses (#200 sieve only), and
corrosivity tests on selected samples.
Preparing this report containing a CAD sketch, exploration logs, a summary of the geologic
materials encountered, results of laboratory tests, and recommendations for subgrade
preparation, pavement design and utility placement.
Exploration locations and surface elevations at the exploration locations were determined using GPS
technology that utilizes MnDOT’s permanent GPS Virtual Reference Network (VRN).
Our scope of services was performed under the terms of our September 1, 2013, General Conditions.
B. Results
B.1. Exploration Logs
B.1.a. Log of Boring Sheets
Log of Boring sheets for our standard penetration test borings are included in the Appendix. The logs
identify and describe the geologic materials that were penetrated and present the results of
groundwater measurements where encountered.
Strata boundaries were inferred from changes in the penetration test samples and the auger cuttings.
Because sampling was not performed continuously, the strata boundary depths are only approximate.
The boundary depths likely vary away from the boring locations, and the boundaries themselves may
also occur as gradual rather than abrupt transitions.
City of Lakeville
Project B14-07789
August 21, 2017
Page 3
B.1.b. Geologic Origins
Geologic origins assigned to the materials shown on the logs and referenced within this report were
based on: (1) a review of the background information and reference documents cited above, (2) visual
classification of the various geologic material samples retrieved during the course of our subsurface
exploration, (3) penetration resistance testing performed for the project, (4) laboratory test results, and
(5) available common knowledge of the geologic processes and environments that have impacted the
site and surrounding area in the past.
B.2. Geologic Profile
B.2.a. Geologic Materials
The general geologic profile at the site consists (proceeding down from the ground surface) of
bituminous pavement; aggregate base; fill consisting of poorly graded sand with silt, sandy lean clay, and
silty sand; and mixed glacial till and outwash consisting of poorly graded sand with silt, sandy lean clay,
silty sand, clayey sand, organic clay with silt, and silt with sand.
Table 1 and 2 contain summaries of the pavement thicknesses and general subsurface conditions (soil
types) encountered in each 5- and 10- foot boring.
Table 1. Pavement Thickness and Subgrade Soil Type Summary (5-Foot Borings)
Boring
Pavement Thicknesses (in.)
Subsurface Soil
Classification(s) Bituminous Aggregate Base* Total
ST-47 5 9 14 SM
ST-48 5¾ 7½ 13¼ SM, ML
ST-49 5 5 10 SM
ST-50 3¼ 16 19¼ SP-SM
ST-51 2½ 8 10½ SM
ST-52 3½ 7 10½ CL
ST-53 5 -- 5 SM, ML
ST-54 3 -- 3 SM, ML
ST-55 4½ -- 4½ SM, ML
ST-56 5 -- 5 SM, CL, SP-SM
ST-57 4 5½ 9½ SM, SP-SM, CL
ST-58 4½ 6 10½ SM
ST-59 4 9 13 ML
ST-60 4½ 6½ 11 SM
Average 4.3 8.0 10.0
*“Aggregate base” was identified in the field during drilling. Laboratory tests were not performed to verify a specific aggregate
base classification.
City of Lakeville
Project B14-07789
August 21, 2017
Page 4
Average bituminous thickness as measured by the 5-foot borings is 4.3 inches; the aggregate base
averaged 8.0 inches in thickness. Underlying the bituminous and aggregate base were soils consisting of
poorly graded sand with silt, silty sand, sandy lean clay, and silt with sand.
Table 2. Pavement Thickness and Subgrade Soil Type Summary (10-Foot Borings)
Boring
Pavement Thicknesses (in.)
Subsurface Soil
Classification(s) Bituminous Aggregate Base* Total
ST-105 5 8 13 SM, SP-SM, ML
ST-106 5¾ 9½ 15¼ SM, SP-SM
ST-107 4½ -- 4½ SM, OL, SP-SM, CL
ST-108 4 5½ 9½ SM
ST-109 5 12 17 SM
ST-110 4 3½ 7½ SP-SM, SM, CL
ST-111 4 5 9 SP-SM
ST-112 5½ 7½ 13 SP-SM
ST-113 5½ 7½ 13 SP-SM, CL
ST-114 4 6½ 10½ SP-SM
ST-115 4¾ 4 8¾ SP-SM
ST-116 4 -- 4 SM, SP-SM
ST-117 3½ 10 13½ SM, CL
ST-118 3¾ 6 9¾ SM
ST-119 4¾ 5½ 10¼ SP-SM
ST-120 4½ 8 12½ SM, SP-SM, SC
Average 4.5 7.0 10.7
*“Aggregate base” was identified in the field during drilling. Laboratory tests were not performed to verify a specific aggregate
base classification.
Table 3. Penetration Resistance Data
Geologic Material
Soil
Classification(s)
Represented
Range of Penetration
Resistances
(BPF)* Comments
Fill (granular soils) SP, SP-SM, SM 7 to 23 Variable -- poor to moderate
compaction
Fill (non-granular soils) CL 5 Poor compaction; limited presence
Swamp/Lacustrine deposits OL, ML 3 to 7 --
Glacial Outwash SP-SM, SM 7 to 42
Mostly loose
Possible cobbles
Clay and silt seams common
Glacial Till SC, CL 4 to 27 Soft to very stiff; generally medium
*BPF – blows per foot.
City of Lakeville
Project B14-07789
August 21, 2017
Page 5
B.2.b. Groundwater
Groundwater was only observed at one boring (ST-120) at a depth of 7½ feet. Given the layered nature of
the soils in the boring, it is possible the groundwater was in a perched condition overlying the clayey
sand soils. A longer observation period would be required to evaluate whether the static groundwater
table was penetrated.
Based on the moisture contents of the geologic materials encountered throughout the project area
elsewhere, it appears that groundwater was otherwise below the depths explored at the time of our
drilling.
Seasonal and annual fluctuations of groundwater, however, should be anticipated.
B.3. Laboratory Test Results
Results of our laboratory tests are presented below in Table 4.
Table 4. Laboratory Test Results
Boring
Sample Depth
(feet)
Moisture Content
(%)
Percent Passing
#200 Sieve Soil Classification
ST-52 5 14 -- CL
ST-55 2 1/2 16 76 ML
ST-58 2 1/2 8 34 SM
ST-107 5 17 45 SM
ST-108 5 9 28 SM
ST-110 7 1/2 11 40 CL
ST-111 10 5 -- SP-SM
ST-113 5 9 -- SP-SM
ST-116 2 1/2 8 28 SM
ST-118 2 1/2 9 -- SM
ST-119 7 1/2 2 -- SP-SM
The moisture content of the sandy soils was determined to vary from approximately 2 to 17 percent,
indicating the materials are likely slightly below to above their probable optimum moisture contents for
compaction. Clayey soil moisture contents varied from 11 to 17 percent, which is near or slightly above
typical optimum moisture contents for compaction of these soils.
We also tested for potentially corrosive soils at water main pipe elevations as shown in Table 5.
City of Lakeville
Project B14-07789
August 21, 2017
Page 6
Table 5. Laboratory Corrosivity Test Results
Location
Sample
Depth
(ft) Classification
Resistivity
(ohm-cm) pH
Redox
Potential
(mV)
Sulfide
(ppm)
Moisture
Condition*
ANSI/
AWW
A
Points
ST-113 7-10 Sandy CL 725 8.5 -72 None MOIST 16
ST-117 7-10 SM/Sandy CL 210 8.0 -76 None MOIST 16
*Based on visual-manual observation and laboratory measurements. “Moist” is considered the soil condition (representing fair
drainage) unless in-situ conditions appear to indicate otherwise.
For both samples, resistivity values combined with the moisture conditions results in a score of 10 points
or greater per ANSI/AWWA C105/A21.5 system, meaning the soils are considered corrosive to ductile
iron pipe (DIP).
C. Basis for Recommendations
C.1. Design Details
C.1.a. Traffic Loads
The streets included in the 2019 Street Reconstruction Project are residential. Traffic counts for the
streets were not available; for typical residential streets, we assume a maximum of 50,000 Equivalent
Single Axle Loads (ESALs) over a 20-year design period.
C.1.b. Anticipated Grade Changes
Based on the nature of construction, we assume that grade changes will be minimal.
C.1.c. Precautions Regarding Changed Information
We have attempted to describe our understanding of the proposed construction to the extent it was
reported to us by others. Depending on the extent of available information, assumptions may have been
made based on our experience with similar projects. If we have not correctly recorded or interpreted the
project details, we should be notified. New or changed information could require additional evaluation,
analyses and/or recommendations.
City of Lakeville
Project B14-07789
August 21, 2017
Page 7
C.2. Design and Construction Considerations
C.2.a. Pavement Reclamation/Reuse
If pavement materials are to be reused by reclamation, removal, stockpiling and replacement, an 8-inch
full-depth reclamation (FDR) depth will, based on the measurements from the borings, avoid subgrade
soils through the great majority of the project area. Variation of existing pavement depth should also be
anticipated. Due to the typically granular nature of the fill soils underlying the pavements, there is the
possibility the reclaimed material can be excessively sandy if the pavement section is thin or the reclaim
depth is increased beyond 8 inches.
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.2.b. Pavement Subgrades and Drainage
Based on the soil boring results, we anticipate the pavement subgrades will generally consist of poorly
graded sand with silt, silty sand, sandy lean clay, sandy silt, or silt. Since grade changes are not proposed,
the subgrade soils present beneath the existing roads will generally be suitable for pavement support in
their current condition; areas requiring subcuts and other significant corrections will likely be minor.
Areas of silty and clayey soils will be highly susceptible to strength loss upon exposure to moisture or
traffic. Very poor soils, including highly silty soils and organic soils, could be encountered at depth in the
vicinity of borings ST-48, ST-53 through ST-55, ST-59, ST-105 and ST-107. These soils are very likely to
require subcutting and replacement with imported, engineered materials.
The silty soils will also be highly variable in their drainage rates, while more granular soils will be more
consistently free-draining. The City standard section for reconstruction includes a recommended
thickness of subbase to improve drainage and reduce frost heave. We further recommend placing drain
tile about catch basins and at low points behind curb via trenching in order to facilitate drainage of the
roadways in cases where reconstruction will not be completed. The drain tile should be trenched at least
8 inches below the aggregate base (or subbase), wrapped in filter fabric and backfilled with highly
permeable aggregate.
City of Lakeville
Project B14-07789
August 21, 2017
Page 8
C.2.c. Utilities
The reuse of the utility trench backfill soils will have potential impacts on the pavement subgrades. If the
backfill is not properly compacted, there is the potential for subgrade instability and settlement (and
premature deterioration) of the pavement surface. We anticipate that most of the trench soils will
consist of granular soils with varying contents of silt. A limited number of borings encountered greater
thicknesses of clayey till soils at likely utility depths.
Depending on the conditions at the time of excavation, watering or drying (moisture conditioning) of the
clayey and silty soils may be necessary to achieve the levels of compaction recommended. Clayey and
particularly silt-rich trench soils that are exposed to moisture will be more susceptible to strength loss
and may also become unstable, which will require moisture conditioning or removal and replacement
with suitable soils.
It also appears corrosion protection will be required for soils if bedded in clayey materials. We provide
further recommendations for this below.
D. Recommendations
D.1. Pavements
D.1.a. Subgrade Preparation and Proofrolls
For preparation of any exposed subgrades prior to placement of new pavement sections, we recommend
proofrolling the subgrade soils with a loaded tandem-axle truck, to be observed by a geotechnical
engineer and City personnel. This will assist in identifying any soft or weak areas that will require
additional soil correction work. Areas that yield or rut more than 1 inch due to wheel traffic should be
corrected. Failed areas should be compacted, or if too wet, we recommend scarifying the upper 1 foot of
the resulting subgrade, drying it to a moisture content not more than 3 percentage points above
optimum, and compacting it to a minimum of 100 percent of its standard Proctor maximum dry density
(ASTM D 698).
If there are areas that still cannot be compacted, we recommend subexcavating the unstable materials to
a minimum depth of 1 or 2 feet, depending on the replacement material, and replacing them with
suitable materials, compacted as specified. Depending on the depth of subcut and underlying material,
suitable subcut backfill material may consist of MnDOT select granular material, aggregate base or larger
diameter crushed aggregate (3-inch minus). We should be consulted regarding subcut depths and backfill
material.
City of Lakeville
Project B14-07789
August 21, 2017
Page 9
D.1.b. Backfill and Material Compaction
We recommend compacting soils used as backfill for subcuts or material replacement to a minimum of
100 percent of standard Proctor density within 3 feet of the top of the subgrade. For fills more than 3
feet below final subgrades, we recommend a minimum of 95 percent compaction. The moisture content
of the fill and backfill should be as shown in the table below depending on the classification of the backfill
soils.
Table 5. Compaction Recommendations Summary
Reference
Relative Compaction, percent
(ASTM D 698 – standard Proctor)
Moisture Content Variance from
Optimum, percentage points
Below pavements, within 3 feet of
subgrade elevations 100 -3/+3 (sandy soils)
-1/+3 (clayey soils)
Below pavements, more than 3
feet below subgrade elevations 95 -3/+3 (sandy soils)
-1/+3 (clayey soils)
D.1.c. Design Sections
Laboratory tests to determine an R-value for pavement design were not included in the scope of this
project. However, given the variable nature of typical subgrades, which sometimes included silty or
clayey soils within the upper 4 feet, we recommend using a design R-value of 30 for pavement design on
the project.
Based upon the aforementioned traffic loads and an R-value of 30, we recommend that new pavement
sections include the following materials and thicknesses per Table 6.
Table 6. Recommended Bituminous Pavement Thickness Design, 2019 Street Reconstruction
Layer
Thickness
(in.)
MnDOT Specification/Designation
Bituminous Wear 2 (1 lift) 2360 / SPWEB240C
Bituminous Non-wear 2 (1 lift) 2360 / SPNWB230C
Aggregate Base (Class 5 or
Reclaim) 6 3138
Granular Subbase 12 3149.2B2
City of Lakeville
Project B14-07789
August 21, 2017
Page 10
The above pavement designs are based upon a 20-year performance life. This is the amount of time
before major reconstruction 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.
D.1.d. Pavement Materials and Compaction
We recommend specifying materials as shown in Table 6.
We recommend compacting the aggregate base to the requirements of MnDOT Specification
2211.3.D.2.c for use of the dynamic cone penetrometer (DCP).
We recommend placing bituminous pavements in general accordance with MnDOT Specification 2360.
D.2. Utilities
D.2.a. Utility Subgrades
The native and fill soils encountered at likely utility elevations generally appear suitable for pipe and
utility structure support and we anticipate that utilities can be installed per manufacturer bedding
requirements. However, we encountered somewhat wet, clayey or silty soils at likely utility depths in
several borings, including silt and other highly silty soils and soft clays, particularly near the southern and
eastern portions of the project. We recommend reviewing our boring logs to identify areas of possible
concern.
We recommend a contingency for some subcutting and replacement of poor or unstable materials as
part of construction. In the event that unstable or organic soils are encountered at pipe elevations, they
should be subcut and replaced with crushed-faced rock that is free of material 1 inch in diameter or
smaller).
We recommend a geotechnical engineer observe all utility trench excavations and subcuts.
D.2.b. Excavation Side Slopes
The project area soils appear to meet OSHA Type A, B and C requirements. We then recommend
constructing excavation side slopes to lie back at a horizontal to vertical slope of 1 1/2 to 1 or flatter.
All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations
and Trenches.” This document states that excavation safety is the responsibility of the contractor.
Reference to these OSHA requirements should be included in the project specifications.
City of Lakeville
Project B14-07789
August 21, 2017
Page 11
D.2.c. Selection, Placement and Compaction of Backfill
We recommend compacting backfill placed above and below utilities to a minimum of 95 percent of
standard Proctor density. The exception is within 3 feet vertically of pavement subgrades, where the
minimum compaction level should be increased to 100 percent. The fill should be within 3 percentage
points of its optimum moisture content for sands; clays should only exceed their optimum moisture
contents by 1 percent.
To achieve compaction over wet or waterbearing subgrades, we recommend the use of sands or gravel
with less than 5 percent by weight passing the number 200 sieve and less than 50 percent passing the
number 40 sieve.
D.2.d. Excavation Dewatering
Although not commonly encountered in our borings, we recommend removing groundwater from the
utility excavations if present, and removing any water that seeps into excavations from sidewalls or the
adjacent sitework. We understand most deep utility construction and trenching will be in areas with
predominantly clayey soils. Sumps and pumps will generally be suitable for short-term water removal
under such conditions.
D.2.e. Corrosion Potential
We recommend providing corrosion protection for ductile iron pipe in the clayey soils throughout the
project given the overall results of our corrosivity analysis and laboratory tests.
Type I cement may still be used for curb if the curb is bedded on imported materials such as crushed
Class 5 limestone or reclaimed aggregate.
D.3. Construction Quality Control
D.3.a. Excavation Observations
We recommend having a geotechnical engineer observe all excavations related to subgrade preparation
and pavement construction. The purpose of the observations is to evaluate the competence of the
geologic materials exposed in the excavations and the adequacy of required excavation oversizing.
D.3.b. Materials Testing
We recommend density tests be taken in excavation backfill and additional required fill placed below
pavements and utilities.
City of Lakeville
Project B14-07789
August 21, 2017
Page 12
MnDOT Specification 2211.3.D.2.c (2014) for use of the dynamic cone penetrometer (DCP) can also be
used for evaluating aggregate base compaction.
We recommend Gyratory tests on bituminous mixes to evaluate strength and air voids and density tests
to evaluate compaction.
D.3.c. Pavement Subgrade Proof-Roll
We recommend that proof-rolling of the pavement subgrades be observed by a geotechnical engineer to
determine if the results of the procedure meet project specifications, or delineate the extent of
additional pavement subgrade preparation work.
D.3.d. Cold Weather Precautions
If site grading and construction is anticipated during cold weather, all snow and ice should be removed
from cut and fill areas prior to additional grading. No fill should be placed on frozen subgrades. No frozen
soils should be used as fill.
Concrete delivered to the site should meet the temperature requirements of ASTM C 94. Concrete
should not be placed on frozen subgrades. Concrete should be protected from freezing until the
necessary strength is attained.
E. Procedures
E.1. Standard Penetration Test Borings
The standard penetration test borings were drilled with a truck-mounted core and auger drill. The
borings were performed in accordance with ASTM D 1586. Penetration test samples were taken at 2 1/2-
or 5-foot intervals. Actual sample intervals and corresponding depths are shown on the boring logs.
E.2. Material Classification and Testing
E.2.a. Visual and Manual Classification
The geologic materials encountered were visually and manually classified in accordance with ASTM
Standard Practice D 2488. A chart explaining the classification system is attached. Samples were placed in
jars or bags and returned to our facility for review and storage.
City of Lakeville
Project B14-07789
August 21, 2017
Page 13
E.2.b. Laboratory Testing
The results of the laboratory tests performed on geologic material samples are noted on or follow the
appropriate attached exploration logs. The tests were performed in accordance with ASTM or AASHTO
procedures.
E.3. Groundwater Measurements
The drillers checked for groundwater as the borings were advanced and again after auger withdrawal.
The boreholes were then backfilled as noted on the boring logs.
F. Qualifications
F.1. Variations in Subsurface Conditions
F.1.a. Material Strata
Our evaluation, analyses and recommendations were developed 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, and therefore strata boundaries and thicknesses must be
inferred to some extent. Strata boundaries may also be gradual transitions, and can be expected 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
additional exploration work is completed, or construction commences. If any such variations are
revealed, our recommendations should be re-evaluated. Such variations could increase construction
costs, and a contingency should be provided to accommodate them.
F.1.b. Groundwater Levels
Groundwater measurements were made under the conditions reported herein and shown on the
exploration logs, and interpreted in the text of this report. It should be noted that the observation
periods were relatively short, and groundwater can be expected to fluctuate in response to rainfall,
flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal
and annual factors.
City of Lakeville
Project B14-07789
August 21, 2017
Page 14
F.2. Continuity of Professional Responsibility
F.2.a. Plan Review
This report is based on a limited amount of information, and a number of assumptions were necessary to
help us develop our recommendations. It is recommended that our firm review the geotechnical aspects
of the designs and specifications, and evaluate whether the design is as expected, if any design changes
have affected the validity of our recommendations, and if our recommendations have been correctly
interpreted and implemented in the designs and specifications.
F.2.b. Construction Observations and Testing
It is recommended that we be retained to perform observations and tests during construction. This will
allow correlation of the subsurface conditions encountered during construction with those encountered
by the borings, and provide continuity of professional responsibility.
F.3. Use of Report
This report is for the exclusive use of the parties to which it has been addressed. 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.
F.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.
Appendix
Sheet:ofFig:ProjectNo:B1407789DrawnBy:DateDrawn:CheckedBy:LastModified:5/16/16Scale:F:\2014\b1407789.dwg,2,5/16/2016 2:48:34 PM
DrawingNo:SOIL BORING LOCATION SKETCH
GEOTECHNICAL EVALUATION
2017-2019 STREET RECONSTRUCTION PROJECTS
LAKEVILLE, MINNESOTAB14077
891"=1,000'BJB5/16/16NL22FAX(952)995-2020PH.(952)995-2000Minneapolis,MN5543811001HampshireAvenueS0SCALE:1"=1,000'1,000'500'NDENOTESAPPROXIMATELOCATIONOFSTANDARDPENETRATIONTESTBORING2017RECONSTRUCTIONPROJECTS2018RECONSTRUCTIONPROJECTS2019RECONSTRUCTIONPROJECTS
14
10
3
4
PAV
FILL
FILL
ML
5 inches of bituminous over 8 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, Clay seams,
with Gravel, dark gray, moist.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
SILT, dark brown to black, moist, loose.
(Lacustrine Deposit)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1003.7
1000.8
997.8
993.8
1.1
4.0
7.0
11.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-105 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-105 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1004.8
Depth
feet
0.0
18
20
16
8
PAV
FILL
SP-
SM
5 3/4 inches of bituminous over 9 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, Clay seams, brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, reddish brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 5 feet
immediately after withdrawal of auger.
Boring then backfilled.
994.2
986.5
984.5
1.3
9.0
11.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-106 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-106 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
995.5
Depth
feet
0.0
8
7
7
9
6
7
4517
BIT
FILL
FILL
OL
SP-
SM
CL
4 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, dark brown,
moist.
FILL: Silty Sand, fine- to medium-grained, black Silt
seams, dark brown, moist, loose.
ORGANIC CLAY with fibers, dark brown, moist,
medium.
(Swamp Deposit)
POORLY GRADED SAND with SILT, fine- to
medium-grained, Clay seams, dark brown and gray,
moist to wet, loose.
(Lacustrine Deposit)
SANDY LEAN CLAY, gray, wet, medium.
(Glacial Till)
END OF BORING.
Water not observed at 15-foot depth while drilling.
Water not observed to cave-in depth of 11 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
969.9
968.3
964.3
961.3
959.3
954.3
0.4
2.0
6.0
9.0
11.0
16.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-107 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-107 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
970.3
Depth
feet
0.0
8
7
29
17
289
PAV
SM
4 inches of bituminous over 5 1/2 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 10-foot depth while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1035.5
1025.3
0.8
11.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-108 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-108 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1036.3
Depth
feet
0.0
11
8
8
9
PAV
SM
5 inches of bituminous over 12 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, trace Gravel,
with Clay seams, brown, moist, loose to medium
dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
976.8
967.2
1.4
11.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-109 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-109 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
978.2
Depth
feet
0.0
6
6
4
19
4011
PAV
FILL
SM
SC
CL
4 inches of bituminous over 3 1/2 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, dark brown, moist.
SILTY SAND, trace Gravel, with Clay seams, gray,
moist, loose.
(Glacial Outwash)
CLAYEY SAND, gray, moist, rather soft.
(Glacial Till)
SANDY LEAN CLAY, gray, moist, very stiff.
(Glacial Till)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
975.5
974.1
969.1
967.1
965.1
0.6
2.0
7.0
9.0
11.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-110 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-110 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
976.1
Depth
feet
0.0
9
9
17
9 5
PAV
SP-
SM
4 inches of bituminous over 5 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, trace Gravel, light brown, moist, loose
to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
976.7
966.5
0.8
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-111 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-111 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
977.5
Depth
feet
0.0
12
5
PAV
SP-
SM
5 1/2 inches of bituminous over 7 1/2 inches of
aggregate base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, loose to
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 7 1/2 foot depth while drilling.
Boring then backfilled.
951.6
945.2
1.1
7.5
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-112 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-112 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
952.7
Depth
feet
0.0
12
7
5
8
9
PAV
SP-
SM
CL
5 1/2 inches of bituminous over 7 1/2 inches of
aggregate base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, loose to
medium dense.
(Glacial Outwash)
SANDY LEAN CLAY, brown and gray, moist, rather
soft to medium.
(Glacial Till)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
945.2
939.3
935.3
1.1
7.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-113 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-113 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
946.3
Depth
feet
0.0
20
7
14
13
PAV
SP-
SM
4 inches of bituminous over 6 1/2 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
coarse-grained, with Gravel, brown, moist, loose to
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
961.2
951.0
0.8
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-114 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-114 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
962.0
Depth
feet
0.0
20
24
18
12
PAV
SP-
SM
4 3/4 inches of bituminous over 4 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel and Cobbles, brown,
moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 5 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
960.8
950.6
0.8
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-115 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-115 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
961.6
Depth
feet
0.0
6
6
288
BIT
FILL
SM
4 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
987.8
986.1
982.1
0.3
2.0
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-116 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-116 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
988.1
Depth
feet
0.0
20
29
22
27
PAV
SM
CL
3 1/2 inches of bituminous over 10 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, medium dense.
(Glacial Outwash)
SANDY LEAN CLAY, brown, moist, very stiff.
(Glacial Till)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Boring then backfilled.
993.6
985.8
983.8
1.2
9.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-117 (2019) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-117 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
994.8
Depth
feet
0.0
11
7
24
42
No sample recovery.
9
PAV
SM
3 3/4 inches of bituminous over 6 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, loose to dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 9 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1045.8
1035.6
0.8
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-118 (2019) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-118 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1046.6
Depth
feet
0.0
13
9
13
7
2
PAV
SP-
SM
4 3/4 inches of bituminous over 5 1/2 inches of
aggregate base.
POORLY GRADED SAND with SILT, fine- to
coarse-grained, with Gravel, light brown, moist, loose to
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 foot depth while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
957.4
947.2
0.8
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-119 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-119 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
958.2
Depth
feet
0.0
13
18
6
14
PAV
FILL
FILL
SC
4 1/4 inches of bituminous over 8 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
dark brown, moist.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, trace Gravel, brown, moist.
CLAYEY SAND, Silt inclusions, Poorly Graded Sand
seams, trace Gravel, brown, moist to wet, medium to
stiff.
(Glacial Till)
END OF BORING.
Water observed at 7 1/2 feet with 7 1/2 feet of
hollow-stem auger in the ground.
Water not observed to cave-in depth of 6 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
981.9
978.9
975.9
971.9
1.0
4.0
7.0
11.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-120 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-120 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
982.9
Depth
feet
0.0
20
18
PAV
FILL
5 inches of bituminous over 9 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
light brown to brown, moist.
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1036.1
1031.3
1.2
6.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-47 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-47 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1037.3
Depth
feet
0.0
15
7
PAV
FILL
ML
5 3/4 inches of bituminous over 7 1/2 inches of
aggregate base.
FILL: Silty Sand, Clay seams, Gravel, brown, moist.
SILT with SAND, brown, moist, loose.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1002.3
999.4
997.4
1.1
4.0
6.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-48 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-48 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1003.4
Depth
feet
0.0
23
12
PAV
FILL
5 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel
and Cobbles, dark brown, moist.
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
992.1
986.9
0.8
6.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-49 (2019) page 1 of 1
3 1/4" HSA, AutohammerJ. Chermak
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-49 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
992.9
Depth
feet
0.0
10
9
PAV
SP-
SM
3 1/4 inches of bituminous over 16 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1043.2
1038.9
1.7
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-50 (2019) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-50 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1044.9
Depth
feet
0.0
6
28
PAV
SM
2 1/2 inches of bituminous over 8 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1036.1
1031.0
0.9
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-51 (2019) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-51 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1037.0
Depth
feet
0.0
13
19 14
PAV
CL
3 1/2 inches of bituminous over 7 inches of aggregate
base.
SANDY LEAN CLAY, trace Gravel, gray, moist, stiff to
very stiff.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1004.9
999.8
0.9
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-52 (2019) page 1 of 1
3 1/4" HSA, AutohammerM. Nolden
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-52 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1005.8
Depth
feet
0.0
12
7
BIT
FILL
ML
5 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SILT with SAND, with gray Clay seams, brown, moist,
loose to medium dense.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
964.6
963.0
959.0
0.4
2.0
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-53 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-53 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
965.0
Depth
feet
0.0
BIT
FILL
ML
3 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, brown,
moist.
SILT with SAND, with gray Clay seams, brown, moist.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
973.9
970.1
968.1
0.3
4.0
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-54 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-54 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
974.1
Depth
feet
0.0
8
7
7616
BIT
FILL
ML
SM
4 1/2 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, brown, moist.
SILT with SAND, with Clay seams, brown, moist, loose.
(Glacial Till)
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, loose.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
973.6
972.0
970.0
968.0
0.4
2.0
4.0
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-55 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-55 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
974.0
Depth
feet
0.0
5
8
BIT
FILL
FILL
SP-
SM
5 inches of bituminous.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
dark brown, moist.
FILL: Sandy Lean Clay, trace Gravel, dark brown,
moist, rather soft.
POORLY GRADED SAND with SILT, fine- to
medium-grained, dark brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
953.7
952.1
950.1
948.1
0.4
2.0
4.0
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-56 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-56 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
954.1
Depth
feet
0.0
8
10
PAV
FILL
FILL
CL
4 inches of bituminous over 5 1/2 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, brown, moist.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, trace Gravel, brown, moist, loose.
SANDY LEAN CLAY, dark gray, moist, rather stiff.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1000.7
999.5
997.5
995.5
0.8
2.0
4.0
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-57 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-57 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1001.5
Depth
feet
0.0
11
22
348
PAV
SM
4 1/2 inches of bituminous over 6 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, medium dense.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
975.7
970.5
0.8
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-58 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-58 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
976.5
Depth
feet
0.0
13
9
PAV
ML
4 inches of bituminous over 9 inches of aggregate
base.
SILT with SAND, brown, moist, loose to medium
dense.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1000.0
995.1
1.1
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-59 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-59 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1001.1
Depth
feet
0.0
9
6
PAV
SM
4 1/2 inches of bituminous over 6 1/2 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, with Gravel and
Clay seams, brown, moist, loose.
(Glacial Till)
END OF BORING.
Water not observed at 5 foot depth while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1008.7
1003.6
0.9
6.0
11/7/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-60 (2019) page 1 of 1
3 1/4" HSA, AutohammerS. McLean
L O G O F B O R I N G
(See Descriptive Terminology sheet for explanation of abbreviations)LOCATION: See attached sketch.
(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908)
Description of Materials
ST-60 (2019)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07789LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07789.GPJ BRAUN_V8_CURRENT.GDT 8/18/17 15:53Braun Project B14-07789
GEOTECHNICAL EVALUATION
Lakeville 2019 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1009.6
Depth
feet
0.0
Rev. 9/15
Descriptive Terminology of Soil
Standard D 2487
Classification of Soils for Engineering Purposes
(Unified Soil Classification System)
a. Based on the material passing the 3-inch (75mm) sieve.
b. If field sample contained cobbles or boulders, or both, add “with cobbles or boulders or both” to group name.
c. Cu = D60/D10 C c = (D30)2
D10 x D60
d. If soil contains ≥15% sand, add “with sand” to group name.
e. 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
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. If soil contains ≥15% gravel, add “with gravel” to group name.
i. Sand 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
j. If Atterberg limits plot in hatched area, soil is a CL-ML, silty clay.
k. If soil contains 10 to 29% 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” lines.
q. PI plots below “A” line.
Laboratory Tests
DD Dry density, pcf OC Organic content, %
WD Wet density, pcg S Percent of saturation, %
MC Natural moisture content, % SG Specific gravity
LL Liquid limit, % C Cohesion, psf
PL Plastic limits, % Ø Angle of internal friction
PI Plasticity index, % qu Unconfined compressive strength, psf
P200 % passing 200 sieve qp Pocket penetrometer strength, tsf
Particle Size Identification
Boulders................. over 12”
Cobbles ................. 3” to 12”
Gravel
Coarse ........... 3/4” to 3”
Fine ................ No. 4 to 3/4”
Sand
Coarse ........... No. 4 to No. 10
Medium .......... No. 10 to No. 40
Fine ................ No. 40 to No. 200
Silt ......................... <No. 200, PI< 4 or below
“A” line
Clay ...................... <No. 200, PI > 4 and on
or about “A” line
Relative Density of Cohesionless Soils
Very Loose ............. 0 to 4 BPF
Loose ..................... 5 to 10 BPF
Medium dense ....... 11 to 30 PPF
Dense .................... 31 to 50 BPF
Very dense ............. over 50 BPF
Consistency of Cohesive Soils
Very soft................. 0 to 1 BPF
Soft ........................ 2 to 3 BPF
Rather soft ............. 4 to 5 BPF
Medium .................. 6 to 8 BPF
Rather stiff ............. 9 to 12 BPF
Stiff ........................ 13 to 16 BPF
Very stiff ................. 17 to 30 BPF
Hard ....................... over 30 BPF
Drilling Notes
Standard penetration test borings were advanced by 3 1/4”
or 6 1/4” ID hollow-stem augers, unless noted otherwise.
Jetting water was used to clean out auger prior to sampling
only where indicated on logs. All samples were taken with
the standard 2” OD split-tube samples, except where noted.
Power auger borings were advanced by 4” or 6” diameter
continuous flight, solid-stern augers. Soil classifications and
strata depths were inferred from disturbed samples augered
to the surface, and are therefore, somewhat approximate.
Hand auger borings were advanced manually with a 1 1/2”
or 3 1/4” diameter auger and were limited to the depth from
which the auger could be manually withdrawn.
BPF: Numbers indicate blows per foot recorded in standard
penetration test, also known as “N” value. The sampler was
set 6” into undisturbed soil below the hollow-stem auger.
Driving resistances were then counted for second and third
6” increments, and added to get BPF. Where they differed
significantly, they are reported in the following form: 2/12 for
the second and third 6” increments, respectively.
WH: WH indicates the sampler penetrated soil under weight
of hammer and rods alone; driving not required.
WR: WR indicates the sampler penetrated soil under weight
of rods alone; hammer weight, and driving not required.
TW: TW indicates thin-walled (undisturbed) tube sample.
Note: All tests were run in general accordance with
applicable ASTM standards.
ML or OL
Feasibility Report
2019 Street Reconstruction Project
City of Lakeville Project No. 19-02
WSB Project No. R-012165-000
APPENDIX E
Neighborhood Meeting Comments
Item #Resident Name Resident Address Phone Date Received Comment
1 Sheri Alman 16240 Kenora Ct 952-435-9570 6/21/2018 Kent Trail - please make 2-way street in and out of the bowling alley.
2 Michelle Chick 11160 W 164th St 612-414-3961 6/21/2018 Kent Trail should be a two-way street for people to access and exit the Kenwood neighborhood.
There is no traffic coming into the bowling alley as originally feared.
3 Chas Puntillo 11871 168th St W 262-716-4696 6/21/2018 Please provide information regarding the possibility of adding a sidewalk around Orchard Lake.
Would parking be reduced to one side of the road if easements are tight?
4 Dennis Chick 11160 W 164th St 612-500-3191 6/21/2018 Please make Kent Trail a 2-way. It is one-way now. This road is next to the bowling alley.
5 Peter Dunshee 11720 172nd St W 651-808-2525 6/21/2018 Speed control (speed feedback sign or speed cautions?) on 172nd St. Please no sidewalks.
6 David Potasek 16485 Kingswood Dr 612-940-0223 6/21/2018
New city water and storm was installed on Kingswood Dr in ~2006. It's really concerning that new
infrastructure should need to be upgraded so soon. I also support sidewalks being added to
surround Orchard Lake.
7 Larry Lulf 16560 Kenreel Ave 952-435-5494 6/21/2018 Storm sewer inlets need to be enlarged on Kenreel Ave near the park as water overflows curb after
hard rain.
8 Tom Bogen 17557 Kodiak Ct 612-720-5177 6/21/2018
My comments refer to around Orchard Lake. Sidewalk at least from highway 50 and 172nd St W all
the way over to Orchard Lake Park. Railroad track crossing - smooth it out. It's ruining my car tires.
Hills on 172nd, level them out please. They are very dangerous as is, especially to walkers.
9 Tim & Jen Born 12088 175th St W 901-687-9981 6/21/2018
Address runoff into the lake at 175th St W by boat ramp at curve in front of 12000. Install
bike/walking path along 172nd St W. Consider speed bumps. Widening of 175th St W from boat
ramp to Judicial. Lowering speed limit to 25 (or just have PD run traffic for once). Bury the
telephone lines. The plow takes out our mailbox every year. The road is too narrow, it's sloping
down into the lake, muskrats are undermining the road, consider retaining wall?
10 Deb Armstrong 16193 Logarto Lane 952-892-1962 6/21/2018 Concern about my big arborvitae trees close to curb - please call to look with me. Please don't
disturb the end of my driveway (apron). Please don't damage my new mailbox.
11 Michael & Beverly Brucciani 9915 Oak Shore Drive 952-435-8259 6/21/2018 We have a missing chuck of concrete on the upper part of our curb between our mailbox and our
driveway. Pooling of water by storm sewer just west and across the street from our property.
12 Scott & Susan Oster 17488 Judicial Rd 952-898-5472 6/21/2018 Please email presentation & handouts. Could we schedule a visit to explain the details since we are
on the bay and have a hydrant etc.
13 Maureen & Bruce Johnson 16755 Langley Ave 952-221-5682 6/21/2018
We have a fire hydrant on our property. We would like to know in the spring as we have
landscaping around it. If we currently do not have curb & gutter, do we have to have it? Part of
Langley is our driveway - what part is right of way? Also, rain water pools at the bottom of Langley &
Upper 167th.
14 Ken Hart 12350 175th St W 952-236-8533 6/21/2018
Moderate hills and valleys on 172nd St. Add extra storm inlet on south flow gutter (Kodiak) going
into inlet on 175th St W by boat launch. Filter storm sewer flow into Orchard Lake. Bike/walk path
on 172nd St W. Straighten road/asphalt curb edge on 175th St W. Now narrows road to go around
existing mail box posts. The road area is already too narrow. Every extra foot helps.
15 Scott Alman 16240 Kenora Ct 952-435-9570 6/21/2018 Please make Kent Trail a 2-way street south of Co. Rd. 46 into the neighborhood.
16 Bruce Bachman 12240 163rd St W 952-892-0342 6/21/2018 Can a culvert be added under the road to drain pooling water to the wetland pond across the street?
Looking at my property the area in question is the driveway to the right.
Comment Cards/Letters
June 21, 2018 Neighborhood Meeting
§¨¦35
L A K E V I L L E
B U R N S V I L L E
CREDIT RIVER TWNSHPLAKEVILLESteveMichaudPark
Orchard Lake
ConservationArea
Orchard LakeConservationArea
DakotaHeightsPark
O
a
k
s
O
f L
a
k
e
V
ill
a
P
a
r
k
OakShoresPark
Oak ShoresPark
RollingOaks Park
HosannaChurch
KEOKUKAVE165TH ST W
IDALIAPA T HINTERLACHENB
L
V
DST E VE
NLNJALISCO TER EINGLEWOODDRJASPER PATH
IR
WINDALE W
AY
JONQUIL AVEI
P
S
WI
C
H
WA
Y
J
A
S
P
E
R L
N
J
A
S
P
E
R L
N
KIN
GSCT
JUNELLE PATH161ST ST WJA VE LIN A V EKENDALE CIRJ
ONQUI
L
T
RL
KEOKUK AVE
K
E
N
O
R
A
C
T
JASPER CT
JASPER CIR
ROLLIE RD1
6
1
ST ST WOAKSHOREDR
R O B E R T R D
I N G L E W O O D C T
K
I
N
G
S
WOOD
C
I
R JEFFREY RDJONQUIL AVEP RIVA
TERDJACANA CT
JACKPINE CT
IXONIAPATH INNSBROOK CIRJAGUAR CTINLAND CIRJOPLIN AVE1 7 0 T H S T W JEWEL AVEJACOBITE CTJACK P IN E WAY
KERRICKCT162ND CT WKIN
G
S
W
O
O
D D
R
173RD ST W
LOWER 167TH ST W
ITALY CTIN LA N D C T
IS
L
E
T
ONAVEITHA
C
A CT
IDLEW OOD CTJAYBELL CT173RD ST W
173RD ST W
I
RWINCTLANCASTER CTIRWINDALE CT
ITEN CT NI N N S B R O O K D R
IXONIA CTLAKE OAK CIRK IN G S W O O D C TI
R
WI
N
T
ON
C
I
R
166THSTW
IXONIAAVE1 6 1 S T S T W
ITEN CT SLINCH AVEJAZZ CT
KERRICK CTKINGSLEY CTICELANDTRL1 7 7 T H C I R W
176TH ST W
172ND ST W J E F F E R S O N C T ISANTI CT172ND ST W
LAKE HILLS CT
KODIAK AVEJAVELINAVE166TH ST W
J AL I S C O W AYKENMORE DRJU NEBERRY CT
162ND ST W
KENMORE CT
164TH ST W
KING S PLKENSETT PATHISLETON CTJERSEY CTIONIA CTANNE LN
167TH STW
O
A
K C
U
R
V
JARRETT CIRJAVALNU P P E R 1 6 7 T H S T W
JADECTJASMINEAVE167T H C T W
ISOSCELLESAVEKLAMATHTE
RJACARANDAWAYIPSWICH W A Y
KODIAK CTLIBERTY BEACH CTJ A C K D A W P A THJAVA CIR
KLAMATH CT163RDSTW
170TH CT W
171ST ST W1 7 3 R D ST WJATOSCIR
IONIA PATHL O G A R T O L N
JUNELLEPATH
ANITA LN
JALISC
O
CTDUPONT AVEJONATHAN CT1 7 5 T H C T W
ITALY
P
A
T
HJEFFERSON AVEKENWORT
H CT
UPP E R 173R D CT W
J
ONRAY CTCRYSTAL HILLS LNJACQUARAAVEPRIVATERD
I
CELAND CTJADETERJORDANC TOAK CURVJO
Y
A
V
E
176TH CIR W
170TH ST WLAKEVIEWCT
SHIRLEY LN I
C
ON
T
R
L
173RD ST W JAGUARA
V
E
170TH ST W
177TH ST W
IR
E
D
A
LE C
T
IPAVA AVEPRIVATE RD JAMAICAAVE169THSTW
ILLINOIS CTITASCA TRLILLINOIS AVE167TH S T W
PRIVATE RDKENNARDCT IMPERI
ALCI
R
175TH ST W
JARREAU CT
J
ACKSONVI
LLE CTJASPER P AT H
175TH ST W
175T H ST W
I
REDALEPATHJAGUAR PLJOYC T
JUNELLE CTTHOMAS RDID ESCIRKNOLLS PATH
ISLAND AVELANDMARK CTJACKSON TRL171ST ST W
INDIGO RD
K E T T E R IN G T R LJUDICIAL RD1 6 1 S T S T W
J
A
V
ACTSJAVARICT
OAK SHORE DR S
CRYSTALHILLSDRKLAMATH TRL
JAVA CT NMICHEAL RDJOPLINAVEJO S IE R D
178 T H S T WJASMINECTJERSEYAVEJACAMAR WAYITHACALNKENRICKAVEK E N R IC K A V EKEY
STONE
A
V
E JONQUILAVE176 T H STWJONQUILAVE
JACKRABBIT PATHJALISCO TER WLIONSCT
JACKSON TRLICOSA STKENYON AVE175TH ST W
KENYON AVEISLETONAVEJ O N Q U IL T R L CRYSTAL HI
LLS CI
RO
AKSHOREDR
173RD CT WLINCH
P
A
THKENTTRLJASPERTRL IMPERIALCT170TH ST WKENOSHA AVEKIRBEN AVEJ A V ELINCTK
E
NDALEDRKEYSTON
E
CT
JALISCO LNK
E
N
R
E
E
L
A
V
EKRAFTONAVE
PRIVATERDICELAN
D
T
RLKENORA WAY
1 6 8 T H ST W
KENYON AVEJONQUIL AVEJASPERLN
J
U
N
E
L
L
E
PATHINLAND LOOPUPPER 167TH ST W
IDLEWOOD WAYJACKPINETRL
JAGUARPA
TH IMPERIAL WAYKNOL
L
SPATH176THCTUPPER 161ST S T W
JOPLINPATH
K
E
T
CHI
KANTRL166TH ST W
JUDICIAL RDJERSEYWAY163RD ST W
JAMISONPATHKENWORTH LN
16 8 T H ST W
PRI
VATE RDJ
OPLINWAYI
SLANDTERKENTUCKYAVE163RD ST W
SI
NDEY
L
NJOPLINWAYLAI
GLE AVELOWER 167TH ST W
163RD ST W
JU NIPER PATHLAYTON PATH KENRICKLOOPB U C K H IL L R D
INNSBROOKDR175TH ST W
162ND ST W
K
E
N
WO
O
D
T
R
L ISLETO N W A Y
K
E
N
WOOD
T
R
L
Kingsley Lake
Lee Lake
Orchard Lake
Lakeville Streets
Burnsville Streets ²0 800 1,600400Feet
2019 Street Reconstruction Project Area