HomeMy WebLinkAboutItem 10
Date: Item No.
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC HEARING
FOR THE 2018 STREET RECONSTRUCTION PROJECT
Proposed Action
Staff recommends adoption of the following motion: Move to approve a resolution approving
the feasibility report and calling a public hearing for the 2018 Street Reconstruction Project, City
Improvement Project 18-02.
Overview
On July 5, 2017, the City Council authorized WSB & Associates, Inc. to prepare a feasibility
report for the 2018 Street Reconstruction Project areas listed. That feasibility report has been
completed.
Based on information in the feasibility report, the estimated cost for the 2018 Street
Reconstruction Project is $8,881,499. Funding for the 2018 Street Reconstruction Project, based
on the City’s Street Assessment Policy, is recommended as follows: $1,157,413 Utility Funds,
$149,991 Environmental Resource Fund (basin maintenance); $4,544,077 City issuance of debt
which is repaid with property tax levies and $3,030,018 through special assessments to
benefitting property owners.
Primary Issues to Consider (see attached)
• Citizen Comments
• Project Cost Summary
• Financing
Supporting Information
• Project location map
• Feasibility Report
Financial Impact: $8,881,499.00 Budgeted: Y☒ N☐ Source: 429 and Utility Bonds
Related Documents: (CIP, ERP, etc.):
Envision Lakeville Community Values: Good Value for Public Services
Report Completed by: Chris Petree, Public Works Director
October 16, 2017
CIP
PRIMARY ISSUES TO CONSIDER
• Citizen Comments: At the neighborhood meeting held on June 22, 2017, there was no
significant opposition to project. There were many questions about the scope of the
roadway improvements, the amount of the estimated assessments, and questions
regarding access during construction.
• Project cost summary:
Streets/
Storm Sanitary Storm Sewer Envr.
Total Sewer Water Sewer Trunk Resources
Debt - repaid with:
Property taxes 4,544,077 4,544,077
Special assessments 3,030,018 3,030,018
Water use fees 869,336 869,336
243,725 243,725
44,352 44,352
149,991 - 149,991
TOTAL 8,881,499$ 7,574,095$ 869,336$ 243,725$ 44,352$ 149,991$
Sanitary Sewer Operating
Fund
Project Financing
Project Cost
Environmental Resources
Fund
Storm Sewer Trunk Fund
• Project financing
o The City share of cost for street and storm sewer improvements (storm sewer
improvements are estimated at $880,354) 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. In the coming months, the City
Council will consider various debt financing options including but not limited to
debt maturity (years).
o Financing for watermain corrosion protection installation ($869,336) will be
evaluated by City Staff, and the City Council will consider various financing
options in the upcoming months.
o Sanitary sewer improvements are estimated at $243,725 which is financed from
the Sanitary Sewer Operating Fund.
o Basin maintenance is estimated at $149,991 which is financed from the
Environmental Resources Fund.
o The water quality structure is estimated at $44,352 which is financed form the
Storm Sewer Trunk Fund.
CITY OF LAKEVILLE
RESOLUTION NO:
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC
HEARING FOR THE 2018 STREET RECONSTRUCTION PROJECT
WHEREAS, on October 16, 2017, the City Council received the feasibility report for the
proposed improvements of portions of Crystal Lake Golf Estates and Crystal Lake Golf Estates
2nd, 4th, and 5th Additions; Trotters Ridge and Trotters Ridge 2nd Addition; Hypointe Crossing
and Hypointe Crossing 2nd Addition; Walnut Ridge; Crystal Lake Club House; Crystal Lake
Country Club and Crystal Lake Country Club 2nd Addition; Homestead Creek and Homestead
Creek 2nd, 3rd, and 4th Additions; Tutor Time Addition; Sanasha Knolls 2nd Addition; Dakota
Heights 7th and 8th Additions; Daniels Addition and Daniels 2nd, and 3rd Additions; Andersons
Century Farm and Anderson Century Farm 2nd Addition, City Improvement Project 18-02.
NOW, THEREFORE, BE IT RESOLVED, by the Lakeville City Council:
1. The Feasibility Report for Project 18-02 is hereby approved.
2. A public hearing is hereby called for November 20, 2017 at 7:00 p.m. at the
Council Chambers of the City Hall and the Clerk shall give mailed and published
notice of such hearing and improvement as required by law.
ADOPTED by the Lakeville City Council this 16th day of October 2017
CITY OF LAKEVILLE
________________________________
Douglas P. Anderson, Mayor
ATTEST:
________________________________
Charlene Friedges, City Clerk
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FEASIBILITY REPORT
2018 STREET RECONSTRUCTION
PROJECT
CITY OF LAKEVILLE | DAKOTA COUNTY | MINNESOTA
OCTOBER 16, 2017
Prepared for:
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
CITY OF LAKEVILLE PROJECT NO. 18-02
WSB PROJECT NO. R-010399-000
FEASIBILITY REPORT
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
2018 STREET RECONSTRUCTION PROJECT
CITY PROJECT NO. 18-02
FOR THE
CITY OF LAKEVILLE, MINNESOTA
October 16, 2017
Prepared By:
540 Gateway Boulevard | Suite 100 | Burnsville, MN 55337 | (952) 737-4660
Building a legacy – your legacy.
Equal Opportunity Employer | wsbeng.com
October 16, 2017
Honorable Mayor and City Council
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Feasibility Report
2018 Street Reconstruction Project
City Project No. 18-02
City of Lakeville, MN
WSB Project No. R-010399-000
Dear Honorable Mayor and City Council:
Transmitted herewith for your review is a feasibility report which addresses improvements associated with
the 2018 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
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
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 16, 2017 Lic. No. 54787
Quality Control Review Completed By:
Monica Heil, PE
Date: October 16, 2017 Lic. No. 47497
TABLE OF CONTENTS
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY ................................................................................................................. 1
2. STREET AND UTILITY IMPROVEMENT PROJECT ..................................................................... 4
2.1 Introduction ...................................................................................................................................... 4
2.1.1 Authorization ..................................................................................................................... 4
2.1.2 Scope ................................................................................................................................. 4
2.1.3 Data Available................................................................................................................... 4
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 ................................................................................................... 12
2.3.5 Wetlands .......................................................................................................................... 12
2.4 Proposed Improvements ............................................................................................................. 12
2.4.1 Public Roadway Surface ............................................................................................... 12
2.4.2 Public Storm Sewer ....................................................................................................... 13
2.4.3 Public Watermain Improvements ................................................................................. 16
2.4.4 Public Sanitary Sewer Improvements ......................................................................... 16
2.4.5 Public Street Sign Replacement .................................................................................. 16
2.4.6 Mailbox Replacement .................................................................................................... 16
2.4.7 Permits/Approvals .......................................................................................................... 16
2.4.8 Construction Access/Staging ....................................................................................... 17
2.4.9 Public Involvement ......................................................................................................... 17
3. FINANCING ................................................................................................................................... 17
3.1 Opinion of Cost ............................................................................................................................. 17
3.2 Funding .......................................................................................................................................... 17
4. PROJECT SCHEDULE ................................................................................................................. 19
5. FEASIBILITY AND RECOMMENDATION .................................................................................... 20
Appendix A
Location Map
Local Street – Collector
Local Street – Residential
Appendix B
Opinion of Probable Cost
TABLE OF CONTENTS (continued)
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
Appendix C
Assessment ID Project Area 1
Assessment ID Project Area 2
Assessment Roll
Appendix D
Geotechnical Evaluation Report
Appendix E
Neighborhood Meeting Comments
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 1
1. EXECUTIVE SUMMARY
The 2018 Street Reconstruction Project, City Project No. 18-02, was initiated based on the City’s
Pavement Management Program. Streets proposed for improvements in 2018 include the following
roadways totaling approximately 43,815 feet (8.30 miles):
Crystal Lake Golf Estates and Crystal Lake Golf Estates 2nd, 4th, and 5th Additions; Trotters Ridge
and Trotters Ridge 2nd Addition; Hypointe Crossing and Hypointe Crossing 2nd Addition; Walnut
Ridge; Crystal Lake Club House; Crystal Lake Country Club and Crystal Lake Country Club 2nd
Addition; Homestead Creek and Homestead Creek 2nd, 3rd, and 4th Additions; Tutor Time Addition;
Sanasha Knolls 2nd Addition; Dakota Heights 7th and 8th Additions; Daniels Addition and Daniels
2nd, and 3rd Additions; Andersons Century Farm and Anderson Century Farm 2nd Addition.
▪ Interlachen Boulevard (Isleton Way south to 165th Street)
▪ Iris Court (cul-de-sac located north of 165th Street)
▪ Impatiens Court (cul-de-sac located north of 165th Street)
▪ 161st Street (Interlachen Boulevard east to Hyland Avenue)
▪ Inverness Way (loop located south of 161st Street)
▪ Hyland Avenue (160th Street south to 165th Street)
▪ Hyland Circle (cul-de-sac located north of 165th Street)
▪ Huron Path (Hyland Avenue south to Hudson Avenue)
▪ Huron Path (located south and east of Hyland Avenue)
▪ Huron Circle (cul-de-sac located east of Huron Path
▪ Huron Court (cul-de-sac located east of Huron Path)
▪ Hudson Avenue (165th Street north to a point just east of the intersection with
▪ Huron Path)
▪ Hudson Court (cul-de-sac located north of 165th Street)
▪ 163rd Street (Interlachen Boulevard to a point just east of the intersection with
▪ Hyland Avenue)
▪ Hutchinson Drive (163rd Street south to 165th Street)
▪ Lower 167th Street (Ipava Avenue southeast to Illinois Avenue)
▪ Imperial Way (Lower 167th Street northeast to Illinois Avenue)
▪ Imperial Court (cul-de-sac southeast of Illinois Avenue)
▪ Imperial Circle (cul-de-sac northwest of Imperial Way)
▪ Illinois Avenue (165th Street south to Innsbrook Drive)
▪ Indigo Road (Illinois Avenue to Ides Circle/Innsbrook Drive)
▪ Ides Circle (cul-de-sac west of Indigo Road)
▪ Innsbrook Drive (Ipava Avenue east to Indigo Road)
▪ Idlewood Way (cul-de-sac west of Ionia Path to Iceland Trail/Idelwood Circle)
▪ 173rd Street (Ipava Avenue to Iceland Trail/Idelwood Way)
▪ Inland Loop (loop located south of 173rd Street)
▪ Inland Circle (cul-de-sac located south of 173rd Street)
▪ Inland Court (cul-de-sac located south of Inland Circle)
▪ Ionia Path (Idlewood Way south to 176th Street)
▪ Idlewood Court (cul-de-sac located south of 173rd Street)
▪ Idlewood Circle (cul-de-sac located north of 175th Street)
▪ 176th Street (Ipava Avenue to Idlewood Way/Iceland Trail)
▪ Ionia Court (cul-de-sac located east of Ipava Avenue and south of 176th Street)
▪ Illinois Court (cul-de-sac located north of 176th Street)
▪ Iceland Trail (Idlewood Way and 173rd Street south and west to Ipava Avenue)
▪ Iceland Court (cul-de-sac located south of 175th Street)
▪ Icon Trail (Iceland Trail south to Icosa Street)
▪ Idalia Path (Icon Trail south to Icosa Street)
▪ Iberia Avenue (175th Street south to Icon Trail)
▪ Iberia Circle (cul-de-sac located south of 175th Street)
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 2
Location Map
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 3
The 2018 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, spot curb and gutte r and sidewalk replacement,
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 at
low points and 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 total estimated project cost for the 2018 Street Reconstruction Project is $8,881,499, 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
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 4
2. STREET AND UTILITY IMPROVEMENT PROJECT
2.1 Introduction
2.1.1 Authorization
On July 5, 2017, the Lakeville City Council authorized the preparation of an engineering feasibility
report for the 2018 Street Reconstruction Project. This project is included in the City’s 2017 –
2021 Capital Improvement Plan (CIP) and has been designated as City Project No. 18-02.
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 2018. Streets proposed within the
2018 Street Reconstruction Project were initially considered because of existing pavement
conditions. The average Overall Condition Index (OCI) value for streets within the 2018 Street
Reconstruction Project area is 33, 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 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 Report, Braun Intertec, dated August 21, 2017
▪ Utility Record Drawings
▪ City of Lakeville Street Reconstruction Assessment Policy
2.2 General Background
2.2.1 Project Location
The streets proposed for improvements include:
Crystal Lake Golf Estates and Crystal Lake Golf Estates 2nd, 4th, and 5th Additions; Trotters
Ridge and Trotters Ridge 2nd Addition; Hypointe Crossing and Hypointe Crossing 2nd
Addition; Walnut Ridge; Crystal Lake Club House; Crystal Lake Country Club and Crystal
Lake Country Club 2nd Addition; Homestead Creek and Homestead Creek 2nd, 3rd, and 4th
Additions; Tutor Time Addition; Sanasha Knolls 2nd Addition; Dakota Heights 7th and 8th
Additions; Daniels Addition and Daniels 2nd, and 3rd Additions; Andersons Century Farm
and Anderson Century Farm 2nd Addition.
▪ Interlachen Boulevard (Isleton Way south to 165th Street)
▪ Iris Court (cul-de-sac located north of 165th Street)
▪ Impatiens Court (cul-de-sac located north of 165th Street)
▪ 161st Street (Interlachen Boulevard east to Hyland Avenue)
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 5
▪ Inverness Way (loop located south of 161st Street)
▪ Hyland Avenue (160th Street south to 165th Street)
▪ Hyland Circle (cul-de-sac located north of 165th Street)
▪ Huron Path (Hyland Avenue south to Hudson Avenue)
▪ Huron Path (located south and east of Hyland Avenue)
▪ Huron Circle (cul-de-sac located east of Huron Path
▪ Huron Court (cul-de-sac located east of Huron Path)
▪ Hudson Avenue (165th Street north to a point just east of the intersection with Huron
Path)
▪ Hudson Court (cul-de-sac located north of 165th Street)
▪ 163rd Street (Interlachen Boulevard to a point just east of the intersection with Hyland
Avenue)
▪ Hutchinson Drive (163rd Street south to 165th Street)
▪ Lower 167th Street (Ipava Avenue southeast to Illinois Avenue)
▪ Imperial Way (Lower 167th Street northeast to Illinois Avenue)
▪ Imperial Court (cul-de-sac southeast of Illinois Avenue)
▪ Imperial Circle (cul-de-sac northwest of Imperial Way)
▪ Illinois Avenue (165th Street south to Innsbrook Drive)
▪ Indigo Road (Illinois Avenue to Ides Circle/Innsbrook Drive)
▪ Ides Circle (cul-de-sac west of Indigo Road)
▪ Innsbrook Drive (Ipava Avenue east to Indigo Road)
▪ Idlewood Way (cul-de-sac west of Ionia Path to Iceland Trail/Idelwood Circle)
▪ 173rd Street (Ipava Avenue to Iceland Trail/Idelwood Way)
▪ Inland Loop (loop located south of 173rd Street)
▪ Inland Circle (cul-de-sac located south of 173rd Street)
▪ Inland Court (cul-de-sac located south of Inland Circle)
▪ Ionia Path (Idlewood Way south to 176th Street)
▪ Idlewood Court (cul-de-sac located south of 173rd Street)
▪ Idlewood Circle (cul-de-sac located north of 175th Street)
▪ 176th Street (Ipava Avenue to Idlewood Way/Iceland Trail)
▪ Ionia Court (cul-de-sac located east of Ipava Avenue and south of 176th Street)
▪ Illinois Court (cul-de-sac located north of 176th Street)
▪ Iceland Trail (Idlewood Way and 173rd Street south and west to Ipava Avenue)
▪ Iceland Court (cul-de-sac located south of 175th Street)
▪ Icon Trail (Iceland Trail south to Icosa Street)
▪ Idalia Path (Icon Trail south to Icosa Street)
▪ Iberia Avenue (175th Street south to Icon Trail)
▪ Iberia Circle (cul-de-sac located south of 175th Street)
The project location map is shown above and 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 curb and gutter is in
overall fair condition, with isolated instances of cracking and settlements resulting in isolated
drainage issues. All 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:
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 6
Innsbrook Drive near Crystal Lake Golf Course
Interlachen Boulevard north of 161st Street West
Concrete sidewalks are located within the project area along the east and west sides of
Interlachen Boulevard; the north and south sides of 163rd Street West; the east side of
Hutchinson Drive; the south side of Innsbrook Drive from Ipava Avenue to the east entrance of
Crystal Lake Golf Club; both sides of 173rd Street West and Iceland Trail to 175th Street West; the
east and west sides of Ionia Path from 175th Street West to 176th Street West; the north side of
176th Street West form Ipava Avenue to Ionia Path; and the south side of 176th Street West from
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 7
Ipava Avenue to Illinois Court. Bituminous pathways with concrete pedestrian ramps exist along
165th Street West and 175th Street West at the intersecting project streets. The concrete
sidewalks and bituminous paths 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 or
settled, or are otherwise structurally deficient.
Table 1 Below provides a summary of existing street conditions within the 2018 Street
Reconstruction Project.
Table 1 – 2018 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
Crystal Lake Golf Estates and Crystal Lake Golf Estates 2 nd, 4th, and 5th Additions; Trotters Ridge and Trotters
Ridge 2nd Addition; Hypointe Crossing and Hypointe Crossing 2nd Addition; Walnut Ridge; Crystal Lake Club
House; Crystal Lake Country Club and Crystal Lake Country Club 2 nd Addition; Homestead Creek and Homestead
Creek 2nd, 3rd, and 4th Additions; Tutor Time Addition; Sanasha Knolls 2nd Addition; Dakota Heights 7th and 8th
Additions; Daniels Addition and Daniels 2nd, and 3rd Additions; Andersons Century Farm and Anderson Century
Farm 2nd Addition.
Interlachen Boulevard 72’ 40’ B618, D412
Fill: Silty Sand;
Silty Sand,
Sandy Lean
Clay, Poorly
Graded Sand
5”-6.5” 3.5”-5.5” 1992 – 1995
Iris Court 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1995
Impatiens Court 60’ 32’ D412
Fill: Silty Sand,
Poorly Graded
Sand with Silt;
Silty Sand
4.5” 3.5” 1994
161st Street 60’ 32’ D412
Fill: Silty Sand,
Poorly Graded
Sand with Silt;
Poorly Graded
Sand with Silt
5” 4.5” 1993, 1994
Inverness Way 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt; Sandy
Lean Clay,
Poorly Graded
Sand with Silt
5” 4” 1994
Hyland Avenue 60’ 32’ D412
Fill: Silty Sand,
Poorly Graded
Sand with Silt,
Sandy Lean
Clay;
Sandy Lean
Clay
3.5”-4.5” 3.5”-6.5” 1987 - 1992
Hyland Circle 60’ 32’ D412
Fill: Silty Sand,
Sandy Lean
Clay; Sandy
Lean Clay, Silty
Sand
5” 4.5” 1992
Huron Path 60’ 32’ D412
Fill: Silty Sand,
Sandy Lean
Clay
5” 5” 1987
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 8
Table 1 – 2018 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
Huron Circle 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1988
Huron Court 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt; Sandy
Lean Clay
14” 4” 1987
Hudson Avenue 60’ 32’ D412
Fill: Silty Sand,
Poorly Graded
Sand with Silt;
Silty Sand,
Poorly Graded
with Silt
3”-5” 4”-5” 1988 -1993
Hudson Court 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1993
163rd Street 66’ 40’ D412
Fill: Silty Sand;
Poorly Graded
Sand with Silt
6.25” 4.25” 1990, 1995
Hutchinson Drive 60’ 32’ D412 Fill: Silt Sand;
Silty Sand 3.5” 4” 1992
Lower 167th Street 60’ 32’ D412
Silt with Sand,
Sandy Lean
Clay
5” 6.5” 1988
Imperial Way 60’ 32’ D412 Sandy Lean
Clay 8” 6” 1987
Imperial Circle 60’ 32’ D412 Sandy Lean
Clay, Silty Sand 8” 5” 1988
Imperial Court 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1992
Illinois Avenue 60’ 32’ D412
Fill: Silty Sand,
Poorly Graded
Sand with Silt;
Sandy Lean
Clay, Silty Sand
4.5”-8” 3.5-5” 1988, 1992
Indigo Road 60’ 32’ D412
Fill: Silty Sand;
Sandy Lean
Clay
No Boring
Information
Available
No Boring
Information
Available
1988
Ides Circle 60’ 32’ D412 Sandy Lean
Clay 6.5” 4” 1988
Innsbrook Drive 60’ – 102’ 32’ – 66’ B618, D412
Fill: Sandy Lean
Clay, Poorly
Graded Sand
with Silt; Sandy
Lean Clay
4” 3.5”-5” 1992, 1993
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 9
Table 1 – 2018 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
Idlewood Way 60’ 32’ D412
Poorly Graded
Sand with Silt,
Silty Clay, Silty
Sand
6”-9” 3.5”-4.75” 1989, 1990
173rd Street 66’ 40’ D412
Fill: Silty Sand;
Poorly Graded
Sand with Silt,
Poorly Graded
Sand, Silty Sand
6”-9” 3.75”-4.75” 1987, 1991
Inland Loop 60’ 32’ D412 Poorly Graded
Sand with Silt 3.5” 3.5” 1987
Inland Circle 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1987
Inland Court 60’ 32’ D412 Poorly Graded
Sand with Silt 6” 3.5” 1987
Ionia Path 60’ 32’ – 34’ B618, D412
Sandy Lean
Clay, Poorly
Graded Sand
with Silt
8.5” 3.75” 1977, 1987
Idlewood Court 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1989
Idlewood Circle 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1991
176th Street 60’ 32’ -34’ D412
Silty Sand,
Poorly graded
Sand with Silt
8” 3” 1975, 1983
Ionia Court 60’ 34’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1975
Illinois Court 60’ 32’ D412
Fill: Silty Sand;
Poorly Graded
Sand with Silt
6” 3.75” 1987
Iceland Trail 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt; Sandy
Silt, Poorly
Graded Sand
with Silt, Sandy
Lean Clay
6”-7” 3.5”-5.75” 1987, 1988
Iceland Court 60’ 32’ D412
Fill: Silty Sand
Sandy Lean
Clay
4” 3.75” 1987
Icon Trail 60’ 32’ D412
Fill: Poorly
Graded Sand
with Silt; Silty
Sand
7” 4.5” 1988, 1992
Idalia Path 60’ 32’ D412 Sandy Lean
Clay 5” 4.75” 1988
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 10
Table 1 – 2018 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
Iberia Avenue 60’ 32’ D412
Poorly Graded
Sand with Silt,
Sandy Clean
Clay
6”-10” 3.75”-4” 1992
Iberia Circle 60’ 32’ D412
No Boring
Information
Available
No Boring
Information
Available
No Boring
Information
Available
1992
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 2018
Street Reconstruction Project area. Stormwater runoff from the public 2018 Project is tributary to
Crystal Lake and North Creek. A majority of the subwatersheds within the 2018 Project contain
stormwater basins and wetlands that serve as intermediate storage areas for stormwater runoff.
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.
▪ Stormwater Basin 2005NE002 is located south of 160th Street and east of Hyland
Avenue. Huron Circle, Huron Court, Huron Path, and portions of Hudson Avenue and
Hyland Ave drain to this basin.
▪ Stormwater Basin 2005NE001 is located south of 160th Street and west of Hyland
Avenue. Portions of Hyland Avenue and 161st Street West drain to this regional basin.
This basin also receives drainage from approximately 2,400 linear feet of 160th Street
West.
▪ Stormwater Basin 2005NW002 is located on the Crystal Lake Golf Club south of 160th
Street. Drainage to this basin consists of conveyance from 161st Street and Inverness
Way.
▪ Stormwater Basin 2005NW003 is also located on the Crystal Lake Golf Club southeast of
Isleton Way. Crystal Hills Drive, Crystal Hills Circle, and portions of Interlachen
Boulevard and Crystal Hills Lane are conveyed through storm sewer to this basin. This
basin has an outlet that discharges to downstream Stormwater Basin 2005NW004.
The North Creek Stormwater District drains to the Vermillion River, which falls under the
jurisdiction of the Vermillion River Watershed Joint Powers Organization (VRWJPO), and is
identified as stormwater basin OL-22-1 in the Lakeville Water Resources Management Plan.
Stormwater runoff that is discharged through the existing storm sewer collection and conveyance
systems and outlets into the North Creek Stormwater District includes:
▪ Drainage from 175th Street, Inland Loop, 176th Street, Iceland Trail, Idalia Path, and Iberia
Avenue is conveyed through the existing storm sewer system to the Steve Michaud Park
Conservation Area.
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 11
▪ Drainage from Idlewood Way,173rd Street and portions of Inland Loop drain to a
stormwater basin before being discharged to the Steve Michaud Park Conservation Area.
▪ Basin 2005SW001 is located on the Crystal Lake Golf Club south of 165th Street.
Discharge from this basin flows through a series of additional basins located within the
golf club before ultimately draining into the Steve Michaud Conservation Area. These
basins include Basins 2005SW002, 2005SW003, 2005SW004, and 2005SW005. Illinois
Avenue, Imperial Court, Indigo Road, Ides Court, and Innsbrook Drive all drain to this
series of basins.
▪ Basin 2008NW001 is located east of Idlewood Way adjacent to the Steve Michaud Park
Conservation Area. This basin receives drainage from Idlewood Way, 173rd Street,
Inland Circle, approximately 540 linear feet of Ionia Path and approximately 360 linear
feet of Idlewood Court.
▪ Basin 2008SW002 is located west of Ikaria Court and east of Ipava Avenue. This basin
receives drainage from approximately 1,500 lineal feet of Ipava Avenue, Impala Path,
Ikaria Court, Ikaria Trail, and Irons Court.
▪ Basin 2008SW001 is a small basin located adjacent to Basin 2008SW002 and receives a
small amount of drainage from Ikaria Court and the backyards of homes.
▪ Portions of Hyland Ave, 163rd Street, and Hutchinson Drive drain directly to North Creek.
The majority of the storm sewer facilities within the 2018 Street Reconstruction Project provide
the necessary collection and conveyance capacity. At the June 22, 2017 Neighborhood Meeting,
residents approached City staff with concerns regarding localized drainage issues within the
Project.
Localized drainage issues were identified in the following areas:
▪ 16166 Inverness Way
▪ 16118 Inverness Way
▪ 16644 Imperial Way
▪ 16168 Huron Court
▪ 16125 Huron Path
▪ 16101 Huron Path
▪ The easterly intersection of Inland Loop and 173rd Street
▪ 16649 Imperial Way
▪ 16638 Imperial Way
2.3.3 Public Watermain
All of the existing watermain located within the 2018 Street Reconstruction Project is ductile iron
pipe (DIP). Eight-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 8 inch:
6-inch Watermain:
▪ 176th Street
▪ Hudson Avenue (250-feet west of Hyland Ave to a point just east of Huron Path)
▪ Hudson Court
▪ Huron Circle (from the cul-de-sac to a point 350-feet west)
▪ Huron Path
▪ Hutchinson Drive (163rd Street to 165th Street)
▪ Hyland Circle
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 12
▪ Iceland Court
▪ Iceland Trail (Ipava Avenue to 176th Street)
▪ Ides Circle
▪ Idlewood Circle
▪ Idlewood Court
▪ Idlewood Way
▪ Illinois Court
▪ Impatients Court
▪ Imperial Circle
▪ Imperial Way
▪ Inland Circle
▪ Inland Court
▪ Inland Loop
▪ Ionia Court
▪ Ionia Path
▪ Iris Court
City maintenance records indicate a sporadic and limited watermain break history throughout the
2018 Project area that have required typical maintenance efforts.
2.3.4 Public Sanitary Sewer
A majority of the existing sanitary sewer located within the 2018 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:
8-inch vitrified clay pipe (VCP):
▪ Ionia Court
▪ Ionia Path
12-inch reinforced concrete pipe (RCP):
▪ 176th Street
▪ Iceland Trail (176th Street to 175th Street)
The City’s Public Works Department has televised the sanitary sewer and inspected all sanitary
sewer manholes. Nearly all sanitary sewer manholes were identified 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.
2.4 Proposed Improvements
2.4.1 Public Roadway Surface
Surface improvements recommended with the 2018 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.
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 13
Surface improvements include the reclamation of all roadways. Reclamation is the process by
which the existing deteriorating roadway surface is reclaimed and mixed with the existing
aggregate base 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 collector roadways within the project, as identified in the City’s Roadway Functional
Classification map, including Interlachen Boulevard, 163rd Street West, and Iceland Trail, will be
reclaimed and reconstructed in accordance with the City’s collector roadway design standards.
The reconstructed collector streets are 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.
As part of the 2018 Street Reconstruction Project, a ll 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 is proposed.
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 Staff have completed an inspection of the storm sewer
system and have 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 that have been 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 with
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
Preliminary reviews have revealed that the following existing outfall location offers an opportunity
to decrease pollutant loadings to downstream water bodies via a mechanical separation sewer
structure. The location has been prioritized based on highest removal efficiency scenario:
• North of 175th Street West and east of Iberia Avenue, prior to discharge into the Steve
Michaud Park Conservation Area
This location will be further evaluated with final design to determine the water quality structure
type (V2B1 Stormwater Treatment System of similar) that will be necessary to meet the
maintenance and water quality goals of the City.
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 14
Basin Maintenance
Reconstruction of the streets within the 2018 project area provides an opportunity to clean
adjacent stormwater basins. Over time, stormwater basins become laden with nutrients and sediment deposited by stormwater flows into the basin. 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 within existing stormwater basins located in the 2018 Street
Reconstruction Project area will be completed with the project. The following three existing
stormwater basins will be surveyed, and a maintenance recommendation report will be provided
to the City regarding maintenance needs and prioritizations for implementations based on funding
availability:
▪ 2008SW002 (located south of Iceland Trail and east of Ipava Avenue)
▪ 2005NE002 (located east of Hyland Avenue and south of 160th Street)
▪ 2005NE001 (located west of Hyland Avenue and south of 160th Street)
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.
The location of each stormwater basin to be evaluated is shown on the next page:
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 15
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 16
2.4.3 Public Watermain Improvements
The geotechnical investigation performed by Braun Intertec included a collection of soil samples
from the 2018 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 and potential for watermain breaks. 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 2018 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 2018 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, a small section of pipe was found to have a deep sag
and will be replaced.
Sanitary sewer manholes within the project area have been identified as needing new rings
and/or castings and 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.
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 salvage 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. 160th Street West/C.S.A.H. 46) that may be used as a haul route for the project.
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 17
A General Permit from the US Army Corps of Engineers will be required for any work that will
impact wetlands, however, as stated previously, 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 22, 2017 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
regarding 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.
3. FINANCING
3.1 Opinion of Cost
A detailed opinion of cost for the project can be found in Appendix B of this report. The opinion of
cost incorporates estimated 2018 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 2018 Street
Reconstruction Project.
3.2 Funding
Financing for the street and storm sewer improvements within the 2018 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 water quality structure 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.
The funding level anticipated through the levy of Special Assessments to benefitting property
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 18
owners for street and storm improvements is $3,030,018 with the following proposed
assessments:
▪ Single Family Unit Assessment Rate ..................................................... $4,341 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.
Table 2 – 2018 Street Reconstruction Project
Funding Summary
Funding Source Amount
Street and Storm Sewer Assessments (approximately 40%) $ 3,030,018
City CIP Funds $ 4,544,077
City Environmental Resources Fund (basin maintenance) $ 149,991
City Water Operating Fund $ 869,336
City Sanitary Sewer Operating Fund $ 243,725
City Storm Sewer Trunk Fund $ 44,352
TOTAL $ 8,881,499
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 19
4. PROJECT SCHEDULE
The proposed project schedule for the 2018 Street Reconstruction Project is as follows:
Neighborhood Meeting No. 1 ....................................................................................... June 22, 2017
Accept Feasibility Report / Set Improvement Hearing............................................ October 16, 2017
Public Hearing .................................................................................................... November 20, 2017
Open Bids / Compute Assessments ........................................................................... March 2, 2018
Declare Costs / Set Assessment Hearing… ............................................................. March 19, 2018
Assessment Hearing and Award Construction Contract ............................................. April 16, 2018
Begin Construction .................................................................................................. April / May 2018
2018 Substantial Completion… .................................................................................... October 2018
Final Completion… ................................................................................................... November 2018
* Schedule assumes any necessary private utility work is completed prior to the start of construction.
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000 Page 20
5. FEASIBILITY AND RECOMMENDATION
The 2018 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 2018 Street Reconstruction Project including roadway, storm sewer,
sanitary sewer, and watermain improvements is $8,881,499. 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 2018.
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
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
APPENDIX A
Location Map
Local Street – Collector
Local Street – Residential
DanielsConservationAreaDanielsConservation AreaZweberWoods Conservation AreaDakotaHeightsPark
Steve MichaudPark Cons. Area
SteveMichaudPark Wo
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LynwoodHeights
ParkHosannaChurch HypointeCrossingParkINGLEWOODDR
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HURON PATH
HUDSON C
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ISLETON CT IONIA CTINLAND LOOP HURONCTISLEAVEHOLBROOK CTIPSWICH WAY
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IDLEWOOD WAYIMPERIAL WAYIC ELANDTRLHYACINTH WAY
176TH CTHORIZON BLVDHORSESHOE WAYISLANDTERINVERNESS WAY163RD ST W
HOLBROOKAVEINNSBROOKDR162ND ST W IS L E T O N W A Y 160TH ST W
Dakota County GIS
City Parks
Project Area ²
0 400 800200
Feet
2018 Street Reconstruction Project Area Figure 1
30'-36'30'-36'
6'-11'5'
VARIES
6'-11'5'
VARIES
R/W R/W℄
EX.
CONC
WALK
EX.
CONC
WALK
BLVD BLVD
INSET A
EX. CONCRETE WALK
2.0%2.0%2.0%4.0%4.0%2.0%1:4 MA
X
1:4 MAX
1:4 MAX
1:4 MA
X
PROFILE GRADE
COLLECTOR STREET
INTERLACHEN BOULEVARD, 163RD STREET WEST, ICELAND 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
32'-40' B-B (TYP.)
WSB
WSB PROJECT NO.:K:\010399-000\Cad\Exhibits\010399-000 Feasibility Report - Typical Sections.dwg 9/19/2017 11:51:32 AMFIGURE 2
010399-000
2018 STREET RECONSTRUCTION PROJECT
CITY OF LAKEVILLE, MINNESOTA
TYPICAL SECTION - COLLECTOR STREET
30'-51'30'-51'
VARIES5'
VARIES
VARIES 5'
VARIES
R/W R/W℄
EX.
CONC
WALK
EX.
CONC
WALK
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
RESIDENTIAL STREET
D412 CONCRETE
CURB & GUTTER
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'-34' B-B (TYP.)
WSB
WSB PROJECT NO.:K:\010399-000\Cad\Exhibits\010399-000 Feasibility Report - Typical Sections.dwg 9/19/2017 11:51:35 AMFIGURE 3
010399-000
2018 STREET RECONSTRUCTION PROJECT
CITY OF LAKEVILLE, MINNESOTA
TYPICAL SECTION - RESIDENTIAL STREET
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
APPENDIX B
Opinion of Probable Cost
WSB Project:2018 Street Reconstruction ProjectDesign By:AOGProject Location:City of LakevilleChecked By:MRHCity Project No.:#18-02Date:10/2/2017WSB Project No:010399-0102021.501 MOBILIZATIONLS 225,405.33$ 1.00 225,405.33$ 1.00 225,405.33$ 2101.502 CLEARINGTREE 250.00$ 20.00 5,000.00$ 20.00 5,000.00$ 2101.507 GRUBBINGTREE 250.00$ 20.00 5,000.00$ 20.00 5,000.00$ 2104.501 REMOVE CONCRETE CURB AND GUTTERLF 5.00$ 54,914.00 274,570.00$ 54,914.00 274,570.00$ 2104.503 REMOVE CONCRETE WALKSF 1.75$ 15,698.00 27,471.50$ 15,698.00 27,471.50$ 2104.503 REMOVE BITUMINOUS WALKSF 2.00$ 200.00 400.00$ 200.00 400.00$ 2104.505 REMOVE BITUMINOUS PAVEMENTSY 9.00$ 100.00 900.00$ 100.00 900.00$ 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENTSY 6.50$ 4,919.00 31,973.50$ 4,919.00 31,973.50$ 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENTSY 9.00$ 1,389.00 12,501.00$ 1,389.00 12,501.00$ 2104.509 REMOVE SIGNEACH 30.00$ 105.00 3,150.00$ 105.00 3,150.00$ 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURESLS 25,000.00$ 1.00 25,000.00$ 1.00 25,000.00$ 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 53.00$ 100.00 5,300.00$ 100.00 5,300.00$ 2104.618 SALVAGE & REINSTALL STONE PAVER DRIVEWAYSF 20.00$ 96.00 1,920.00$ 96.00 1,920.00$ 2105.501 COMMON EXCAVATION CY 28.00$ 1,510.00 42,280.00$ 1,510.00 42,280.00$ 2105.507 SUBGRADE EXCAVATION CY 30.00$ 1,273.00 38,190.00$ 1,273.00 38,190.00$ 2105.515 EXPLORATORY EXCAVATIONHOUR 250.00$ 10.00 2,500.00$ 10.00 2,500.00$ 2105.543 STABILIZING AGGREGATETON 35.00$ 606.00 21,210.00$ 606.00 21,210.00$ 2105.604 GEOTEXTILE FABRIC TYPE VSY 1.50$ 1,528.00 2,292.00$ 1,528.00 2,292.00$ 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 150.00$ 100.00 15,000.00$ 100.00 15,000.00$ 2130.501 WATERMGAL 32.00$ 150.00 4,800.00$ 150.00 4,800.00$ 2131.502 CALCIUM CHLORIDE SOLUTIONGAL 1.50$ 4,590.00 6,885.00$ 4,590.00 6,885.00$ 2211.502 AGGREGATE BASE (LV) CLASS 5CY 25.00$ 375.00 9,375.00$ 375.00 9,375.00$ 2215.501 FULL DEPTH RECLAMATION SY 3.50$ 152,709.00 534,481.50$ 152,709.00 534,481.50$ 2232.501 MILL BITUMINOUS STEP JOINTLF 3.00$ 1,146.00 3,438.00$ 1,146.00 3,438.00$ 2357.502 BITUMINOUS MATERIAL FOR TACK COATGAL 2.00$ 8,399.00 16,798.00$ 8,399.00 16,798.00$ 2360.501 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 52.00$ 11,655.00 606,060.00$ 11,655.00 606,060.00$ 2360.501 TYPE SP 9.5 WEARING COURSE MIX (3,C)TON 56.00$ 3,443.00 192,808.00$ 3,443.00 192,808.00$ 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON 52.00$ 15,539.00 808,028.00$ 15,539.00 808,028.00$ 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (3,C)TON 56.00$ 3,443.00 192,808.00$ 3,443.00 192,808.00$ 2360.503 TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK (DRIVEWAY) SY 22.00$ 4,919.00 108,218.00$ 4,919.00 108,218.00$ 2505.601 UTILITY COORDINATION LS 15,000.00$ 1.00 15,000.00$ 1.00 15,000.00$ 2521.501 5" CONCRETE WALKSF 7.00$ 9,998.00 69,986.00$ 9,998.00 69,986.00$ 2521.501 6" CONCRETE WALKSF 8.00$ 5,700.00 45,600.00$ 5,700.00 45,600.00$ 2531.501 CONCRETE CURB & GUTTER DESIGN D412LF 17.00$ 53,726.00 913,342.00$ 53,726.00 913,342.00$ 2531.501 CONCRETE CURB & GUTTER DESIGN B618LF 19.00$ 1,188.00 22,572.00$ 1,188.00 22,572.00$ 2531.507 7" CONCRETE DRIVEWAY PAVEMENTSY 65.00$ 1,335.00 86,775.00$ 1,335.00 86,775.00$ 2531.507 7" CONCRETE DRIVEWAY PAVEMENT (SPECIAL)SY 100.00$ 54.00 5,400.00$ 54.00 5,400.00$ 2531.602 INSTALL CONCRETE APRONSY 120.00$ 163.00 19,560.00$ 163.00 19,560.00$ 2531.618 TRUNCATED DOMESSF 40.00$ 464.00 18,560.00$ 464.00 18,560.00$ 2531.618 ADA COMPLIANCE SUPERVISORLS 2,500.00$ 1.00 2,500.00$ 1.00 2,500.00$ 2540.602 MAIL BOXEACH 30.00$ 70.00 2,100.00$ 70.00 2,100.00$ 2540.602 MAIL BOX SUPPORTEACH 50.00$ 70.00 3,500.00$ 70.00 3,500.00$ 2540.602 MAIL BOX (TEMPORARY)EACH 28.00$ 705.00 19,740.00$ 705.00 19,740.00$ 2557.602 REPAIR DOG FENCEEACH 100.00$ 105.00 10,500.00$ 105.00 10,500.00$ 2563.601 TRAFFIC CONTROLLS 17,500.00$ 1.00 17,500.00$ 1.00 17,500.00$ 2565.602 RIGID PVC LOOP DETECTOR 6' X 6'EACH 1,300.00$ 6.00 7,800.00$ 6.00 7,800.00$ 2571.501 CONIFEROUS TREE 8' HT B&BTREE 600.00$ 3.00 1,800.00$ 3.00 1,800.00$ 2571.502 DECIDUOUS TREE 2.5" CAL B&BTREE 600.00$ 3.00 1,800.00$ 3.00 1,800.00$ 2573.502 SILT FENCE, TYPE MSLF 3.00$ 100.00 300.00$ 100.00 300.00$ 2573.533 SEDIMENT CONTROL LOG TYPE ROCKLF 8.00$ 200.00 1,600.00$ 200.00 1,600.00$ 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBERLF 6.00$ 200.00 1,200.00$ 200.00 1,200.00$ 2573.535 STABILIZED CONSTRUCTION EXITEACH 650.00$ 21.00 13,650.00$ 21.00 13,650.00$ 2573.550 EROSION CONTROL SUPERVISORLS 2,500.00$ 1.00 2,500.00$ 1.00 2,500.00$ 2574.525 BOULEVARD TOPSOIL BORROW (LV)CY 30.00$ 100.00 3,000.00$ 100.00 3,000.00$ 2575.523 EROSION CONTROL BLANKET CATEGORY 3N/2S STRAWSY 7.00$ 300.00 2,100.00$ 300.00 2,100.00$ 2575.535 WATER (TURF ESTABLISHMENT)MGAL 35.00$ 206.00 7,210.00$ 206.00 7,210.00$ 2575.560 HYDROMULCHSY 11.00$ 18,305.00 201,355.00$ 18,305.00 201,355.00$ 2575.571 RAPID STABILIZATION METHOD 3 (HYDROMULCH)MGAL 400.00$ 20.00 8,000.00$ 20.00 8,000.00$ Sanitary FundEstimated Total QuantityEstimated Total CostMN/DOT Specification No.UnitDescriptionWatermain FundEstimated Total QuantityEstimated Total CostStorm Sewer Trunk Fund (Non-Assessible)Estimated Total QuantityEstimated Total Cost2018 Street Reconstruction Project Funding SourceUnit PriceTotal Estimated Cost2018 STREET RECONSTRUCTION PROJECT - OPINION OF PROBABLE COSTA. Surface ImprovementsEstimated Total QuantityEstimated Total CostStreet Improvement Fund and Special AssessmentEnvironmental Resources Fund (Non-Assessible)Estimated Total QuantityEstimated Total CostTotal Estimated QuantityPage 1
WSB Project:2018 Street Reconstruction ProjectDesign By:AOGProject Location:City of LakevilleChecked By:MRHCity Project No.:#18-02Date:10/2/2017WSB Project No:010399-010Sanitary FundEstimated Total QuantityEstimated Total CostMN/DOT Specification No.UnitDescriptionWatermain FundEstimated Total QuantityEstimated Total CostStorm Sewer Trunk Fund (Non-Assessible)Estimated Total QuantityEstimated Total Cost2018 Street Reconstruction Project Funding SourceUnit PriceTotal Estimated Cost2018 STREET RECONSTRUCTION PROJECT - OPINION OF PROBABLE COSTEstimated Total QuantityEstimated Total CostStreet Improvement Fund and Special AssessmentEnvironmental Resources Fund (Non-Assessible)Estimated Total QuantityEstimated Total CostTotal Estimated Quantity2575.572 RAPID STABILIZATION METHOD 4 (BLANKET)SY 2.50$ 300.00 750.00$ 300.00 750.00$ 2582.501 PAVT MSSG PAINTSF 4.00$ 140.00 560.00$ 140.00 560.00$ 2582.502 4" DBLE SOLID LINE PAINTLF 1.50$ 650.00 975.00$ 650.00 975.00$ 2582.502 4" SOLID LINE PAINTLF 0.50$ 100.00 50.00$ 100.00 50.00$ 2582.502 8" SOLID LINE PAINTLF 2.00$ 200.00 400.00$ 200.00 400.00$ 2582.502 12" SOLID LINE PAINTLF 6.00$ 50.00 300.00$ 50.00 300.00$ 2582.503 CROSSWALK PAINTSF 3.50$ 504.00 1,764.00$ 504.00 1,764.00$ - STREET SIGNS (INSTALLED BY CITY)LS 20,565.45$ 1.00 20,565.45$ 1.00 20,565.45$ SUBTOTAL = 4,754,077.28$ 2021.501 MOBILIZATIONLS 29,401.25$ 1.00 29,401.25$ 1.00 29,401.25$ 2104.509 REMOVE HYDRANTEACH 250.00$ 2.00 500.00$ 2.00 500.00$ 2105.515 EXPLORATORY EXCAVATIONHOUR 250.00$ 10.00 2,500.00$ 10.00 2,500.00$ 2105.601 DEWATERINGLS 2,000.00$ 1.00 2,000.00$ 1.00 2,000.00$ 2451.609 GRANULAR FOUNDATION AND/OR BEDDING TON 30.00$ 30.00 900.00$ 30.00 900.00$ 2504.602 ADJUST HYDRANTEACH 1,000.00$ 4.00 4,000.00$ 4.00 4,000.00$ 2504.602 HYDRANTEACH 4,800.00$ 2.00 9,600.00$ 2.00 9,600.00$ 2504.602 VALVE BOXEACH 300.00$ 225.00 67,500.00$ 225.00 67,500.00$ 2504.602 6" GATE VALVEEACH 1,600.00$ 2.00 3,200.00$ 2.00 3,200.00$ 2504.602 8" GATE VALVEEACH 1,800.00$ 2.00 3,600.00$ 2.00 3,600.00$ 2504.602 IRRIGATION SYSTEM REPAIREACH 250.00$ 105.00 26,250.00$ 105.00 26,250.00$ 2504.603 SACRIFICIAL ANODE BAG (32 LB)EACH 180.00$ 225.00 40,500.00$ 225.00 40,500.00$ 2504.603 BOLT REPLACEMENT - VALVEEACH 1,600.00$ 114.00 182,400.00$ 114.00 182,400.00$ 2504.603 BOLT REPLACEMENT - HYDRANT & HYDRANT VALVEEACH 2,200.00$ 111.00 244,200.00$ 111.00 244,200.00$ 2504.604 4" POLYSTYRENE INSULATIONSY 35.00$ 25.00 875.00$ 25.00 875.00$ SUBTOTAL = 617,426.25$ 2021.501 MOBILIZATIONLS 8,242.88$ 1.00 8,242.88$ 1.00 8,242.88$ 2104.501 REMOVE SEWER PIPE (SANITARY)LF 7.00$ 15.00 105.00$ 15.00 105.00$ 2104.509 REMOVE SANITARY MANHOLEEACH 500.00$ 1.00 500.00$ 1.00 500.00$ 2105.602 EXCAVATE TO LOCATE SERVICEEACH 800.00$ 2.00 1,600.00$ 2.00 1,600.00$ 2503.511 8" PVC PIPE SEWERLF 70.00$ 15.00 1,050.00$ 15.00 1,050.00$ 2503.602 CONNECT TO EXISTING SANITARY SEWEREACH 1,500.00$ 2.00 3,000.00$ 2.00 3,000.00$ 2503.603 TELEVISE SANITARY SEWER LF 3.50$ 15.00 52.50$ 15.00 52.50$ 2506.502 RECONSTRUCT SANITARY SEWER MANHOLEEACH 850.00$ 2.00 1,700.00$ 2.00 1,700.00$ 2506.516 CASTING ASSEMBLY EACH 725.00$ 8.00 5,800.00$ 8.00 5,800.00$ 2506.522 ADJUST FRAME & RING CASTING EACH 550.00$ 202.00 111,100.00$ 202.00 111,100.00$ 2506.601 CONSTRUCT SANITARY MANHOLEEACH 5,000.00$ 1.00 5,000.00$ 1.00 5,000.00$ 2506.602 CHIMNEY SEALSEACH 165.00$ 210.00 34,650.00$ 210.00 34,650.00$ 2506.602 SANITARY LID (R-1642)EACH 300.00$ 1.00 300.00$ 1.00 300.00$ SUBTOTAL = 173,100.38$ 2021.501 MOBILIZATIONLS 36,346.63$ 1.00 36,346.63$ 1.00 29,773.88$ 1 1,500.00$ 1.00 5,072.75$ 2101.511 CLEARING & GRUBBINGLS 3,500.00$ 3.00 10,500.00$ 3.00 10,500.00$ 2104.501 REMOVE SEWER PIPE (STORM)LF 10.00$ 1,603.00 16,030.00$ 1,603.00 16,030.00$ 2104.501 REMOVE PVC DRAIN TILELF 2.50$ 975.00 2,437.50$ 975.00 2,437.50$ 2104.509 REMOVE DRAINAGE STRUCTUREEACH 400.00$ 96.00 38,400.00$ 96.00 38,400.00$ 2104.509 REMOVE CASTINGEACH 100.00$ 2.00 200.00$ 2.00 200.00$ 2105.511 CHANNEL AND POND EXCAVATIONCY 22.00$ 2,765.00 60,830.00$ 2,765.00 60,830.00$ 2105.601 DEWATERINGLS 6,750.00$ 3.00 20,250.00$ 3.00 20,250.00$ 2501.515 24" RC PIPE APRONEACH 1,200.00$ 1.00 1,200.00$ 1.00 1,200.00$ 2501.515 30" RC PIPE APRONEACH 1,350.00$ 1.00 1,350.00$ 1.00 1,350.00$ 2502.521 4" TP PIPE DRAINLF 13.00$ 450.00 5,850.00$ 450.00 5,850.00$ 2502.541 4" PERF TP PIPE DRAINLF 12.00$ 975.00 11,700.00$ 975.00 11,700.00$ 2502.541 6" PERF TP PIPE DRAINLF 16.00$ 1,500.00 24,000.00$ 1,500.00 24,000.00$ 2502.602 4" TP PIPE DRAIN CLEAN OUT EACH 175.00$ 22.00 3,850.00$ 22.00 3,850.00$ 2502.602 6" TP PIPE DRAIN CLEAN OUT EACH 250.00$ 10.00 2,500.00$ 10.00 2,500.00$ 2503.541 12" RC PIPE SEWER DES 3006 CL VLF 35.00$ 681.00 23,835.00$ 681.00 23,835.00$ 2503.541 15" RC PIPE SEWER DES 3006 CL VLF 40.00$ 454.00 18,160.00$ 454.00 18,160.00$ B. Water Main ImprovementsC. Sanitary Sewer ImprovementsD. Storm Sewer Improvements 173,100.38$ 617,426.25$ 4,754,077.28$ Page 2
WSB Project:2018 Street Reconstruction ProjectDesign By:AOGProject Location:City of LakevilleChecked By:MRHCity Project No.:#18-02Date:10/2/2017WSB Project No:010399-010Sanitary FundEstimated Total QuantityEstimated Total CostMN/DOT Specification No.UnitDescriptionWatermain FundEstimated Total QuantityEstimated Total CostStorm Sewer Trunk Fund (Non-Assessible)Estimated Total QuantityEstimated Total Cost2018 Street Reconstruction Project Funding SourceUnit PriceTotal Estimated Cost2018 STREET RECONSTRUCTION PROJECT - OPINION OF PROBABLE COSTEstimated Total QuantityEstimated Total CostStreet Improvement Fund and Special AssessmentEnvironmental Resources Fund (Non-Assessible)Estimated Total QuantityEstimated Total CostTotal Estimated Quantity2503.541 18" RC PIPE SEWER DES 3006 CL IIILF 45.00$ 157.00 7,065.00$ 157.00 7,065.00$ 2503.541 24" RC PIPE SEWER DES 3006 CL III LF 50.00$ 152.00 7,600.00$ 152.00 7,600.00$ 2503.541 27" RC PIPE SEWER DES 3006 CL IIILF 65.00$ 56.00 3,640.00$ 56.00 3,640.00$ 2503.541 30" RC PIPE SEWER DES 3006 CL III LF 100.00$ 72.00 7,200.00$ 72.00 7,200.00$ 2503.541 36" RC PIPE SEWER DES 3006 CL III LF 125.00$ 32.00 4,000.00$ 32.00 4,000.00$ 2503.541 42" RC PIPE SEWER DES 3006 CL III LF 160.00$ 16.00 2,560.00$ 16.00 2,560.00$ 2506.501 CONST DRAINAGE STRUCTURE DES 48-4020LF 450.00$ 220.00 99,000.00$ 220.00 99,000.00$ 2506.501 CONST DRAINAGE STRUCTURE DES 60-4020 LF 525.00$ 60.00 31,500.00$ 60.00 31,500.00$ 2506.501 CONST DRAINAGE STRUCTURE DES 72-4020 LF 925.00$ 36.00 33,300.00$ 36.00 33,300.00$ 2506.501 CONST DRAINAGE STRUCTURE DES 96-4020 LF 1,200.00$ 6.00 7,200.00$ 6.00 7,200.00$ 2506.502 CONST DRAINAGE STRUCTURE DES SPECIAL (2X3)EACH 2,500.00$ 39.00 97,500.00$ 39.00 97,500.00$ 2506.502 CONST DRAINAGE STRUCTURE DES SPECIAL 2EACH 30,000.00$ 1.00 30,000.00$ 1 30,000.00$ 2506.516 CASTING ASSEMBLY (STORM R-3067-V)EACH 750.00$ 2.00 1,500.00$ 2.00 1,500.00$ 2506.522 ADJUST FRAME & RING CASTING (STORM)EACH 275.00$ 132.00 36,300.00$ 132.00 36,300.00$ 2506.603 6" TOP SLAB FOR 48-4020 STRUCTUREEACH 1,200.00$ 25.00 30,000.00$ 25.00 30,000.00$ 2506.603 8" TOP SLAB FOR 60-4020 STRUCTUREEACH 1,500.00$ 2.00 3,000.00$ 2.00 3,000.00$ 2506.603 8" TOP SLAB FOR 72-4020 STRUCTUREEACH 1,750.00$ 2.00 3,500.00$ 2.00 3,500.00$ 2506.603 STRUCTURE INTERIOR CONCRETE WORK - RE-POUR INVERT EACH 650.00$ 17.00 11,050.00$ 17.00 11,050.00$ 2506.603 STRUCTURE INTERIOR CONCRETE WORK - RE-GROUT DOGHOUSES EACH 300.00$ 96.00 28,800.00$ 96.00 28,800.00$ 2511.501 RANDOM RIPRAP CLASS IIICY 125.00$ 25.00 3,125.00$ 25.00 3,125.00$ 2573.502 SILT FENCE, TYPE HILF 3.00$ 600.00 1,800.00$ 600.00 1,800.00$ 2573.535 STABILIZED CONSTRUCTION EXITEACH 750.00$ 3.00 2,250.00$ 3.00 2,250.00$ 2573.530 STORM DRAIN INLET PROTECTIONEACH 125.00$ 225.00 28,125.00$ 225.00 28,125.00$ 2575.502 SEED MIXTURE 33-261LB 30.00$ 30.00 900.00$ 30.00 900.00$ 2575.523 EROSION CONTROL BLANKETS CATEGORY 3SY 3.00$ 1,050.00 3,150.00$ 1,050.00 3,150.00$ 2575.605 MULCH MATERIAL TYPE 1SY 1.50$ 1,050.00 1,575.00$ 1,050.00 1,575.00$ 2575.608 SEED, COVER CROP, OATSLB 20.00$ 10.00 200.00$ 10.00 200.00$ SUBTOTAL = 763,279.13$ GRAND SUBTOTAL AREA = 6,307,883.03$ 10% CONTINGENCY = 630,788.30$ CONSTRUCTION SUBTOTAL = 6,938,671.33$ 28% INDIRECT = 1,942,827.97$ GRAND TOTAL AREA = 8,881,499.30$ $31,500.00$31,500.00$3,150.00$34,650.00$625,251.38$106,527.75$149,991.07$7,574,094.74$9,702.00$44,352.00$1,656,833.22$5,917,261.52$537,932.87$5,379,328.65$32,810.55$17,310.04$173,100.38$190,167.29$10,652.78$106,527.75 $617,426.25$61,742.63$869,336.16 $243,725.33$53,314.92$190,410.41$117,180.53 $679,168.88Page 3
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
APPENDIX C
Assessment ID Project Area 1
Assessment ID Project Area 2
Assessment Roll
Ipava AveInterlachenBlvd161stStW
HuronPathHubbardTr
Hyland Cir
I n g l e w o o dCt
165th St W
Lower167thStW
Hyland Ave
WellCtHutchinsonCt163rd St WInglewoodDr
Iris CtIvywoodCtIllinoisAve161st St WHuronCtHuronPath
HylandCtImpatiensCtH
uro
n
Pat
hIllinois AveHoustonAveImperi
a
l
Cir Imperial WayIdesCtIndigo Rd 16 0 th S tW
HuronCirIsletonWayH
u
d
s
o
n
CirIsletonWayHudson Ave
Hudson AveHutchinsonDr HutchinsonDrH
u
d
s
o
n A
v
eHudsonAve
Huntington PathIronwoodCirImperialCt Horizon BlvdInverness WayIn nsbrookDrInnsb ro o kD
r
407
386
385 384
383382381
380
379
378 377 376
375
374
373
372
371
370
369 368 367 366 365
363
364
352
353
354
355
356
357
358 359
360
361
362 340
341
342
343344
345346
347
348349
350351387
388 389
390
391
332
333 334
335
336
337
338
339
301
302303304305
306
307
308
309
310 311
290
291
292
293
294
295
296
297
298 299
300
269
270271
272
406
398
397
396
395
394
393
392
331
330
329
328
327 326 325 324 323 322
321
320
319
318
317
316
315
314313
312
400
401
402 403 404
405
289
288
287
286285
284
283
282 281
280
279
278
277
276
275
274
273
399
175176177178
179
180
181
146
145
144
143 142 141 140 139 138 137 136
135
134133132131130129128127
126
125
124
81
82 606162636465
115
116117118119120121122
123
105 106 107 108
109 110
111
112 113 114
162
163
164
165166167
155 156 157 158 159
160
161
174
147
148
149
150
151 152 153
154
168169170
171
172
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18
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1
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1 inch = 400 feet Document Path: K:\010399-000\GIS\Maps\Area 1.mxd Date Saved: 8/23/2017 11:31:49 AMProject Area 1Lakeville, MN
Legend
Proje ct LocationAssessment Parcels
2018 Street Reconstruction Project 0 400Feet¯
Ipava Ave176th St W
175th St W
Impala Pa th
I
dawoodPath173rd StW
176th Cir
Idlewood Cir
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1 inch = 300 feet Document Path: K:\010399-000\GIS\Maps\Area 2.mxd Date Saved: 9/11/2017 10:31:08 AMProject Area 2Lakeville, MN
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2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENT1 227740009010 CHAD & TINA JOHNSTON 16022 HYLAND AVE LAKEVILLE MN 55044 16022 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 2 227740009020 ROBERT W & ROCHELLE LOCKWOOD 16056 HURON PATH LAKEVILLE MN 55044 16056 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 3 227740009030 THOMAS R & JESSICA A CLOSE 16070 HURON PATH LAKEVILLE MN 55044 16070 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 4 227740009040 MATT & JENNIFER STEICHEN 16090 HURON CIR LAKEVILLE MN 55044 16090 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 5 227740101010 ANDREW L ANDERSON 16092 HURON CIR LAKEVILLE MN 55044 16092 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 6 227740101020 LUCAS T & HILARY C FORSTER 16096 HURON CIRCLE LAKEVILLE MN 55044 16096 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 7 227740101030 SCOTT & CARISSA LUND 16098 HURON CIR LAKEVILLE MN 55044 16098 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 8 227740101040 MARK A & LESLIE L YUNKER 16102 HURON CIR LAKEVILLE MN 55044 16102 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 9 227740101050 BERNARD W & CHERYL A AGUIRRE 16104 HURON CIR LAKEVILLE MN 55044 16104 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 10 227740101060 SCOTT & ALEXANDRA ANGUS 16108 HURON CIR LAKEVILLE MN 55044 16108 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 11 227740101070 TRAVIS & JENNIFER SMITH 16110 HURON CIR LAKEVILLE MN 55044 16110 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 12 227740101080 MATTHEW & STEPHANIE BLADE 16112 HURON CIR LAKEVILLE MN 55044 16112 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 13 227740101090 MICHAEL J SWEET 16114 HURON CIR LAKEVILLE MN 55044 16114 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 14 227740101100 KARA S HANSON 647 GLENWOOD LN HENDERSON NV 89002 16116 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 15 227740101110 LEROY J & AMY JO PETRICK 16118 HURON CIR LAKEVILLE MN 55044 16118 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 16 227740101120 DREW A & LISA A HANSEN 16120 HURON CIR LAKEVILLE MN 55044 16120 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 17 2.2774E+11 DAVID D & LYNN M MENZ 16122 HURON CIR LAKEVILLE MN 55044 16122 HURON CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 18 227740008010 MICHAEL W ORTH 16124 HURON PATH LAKEVILLE MN 55044 16124 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 19 227740008020 BRENT D & DENISE L STARNES 16146 HURON PATH LAKEVILLE MN 55044 16146 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 20 227740101140 PAUL W JOYCE 16156 HURON CT LAKEVILLE MN 55044 16156 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 21 227740101150 JOSEPH E & CAROL S SHEA 16158 HURON CT LAKEVILLE MN 55044 16158 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 22 227740101160 STEVEN G & SANDRA M BRISTOL 16160 HURON CT LAKEVILLE MN 55044 16160 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 23 227740101170 JESUS & HOLLY BUENO 16162 HURON CT LAKEVILLE MN 55044 16162 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 24 227740101180 DONALD J SEILER 16164 HURON CT LAKEVILLE MN 55044 16164 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 25 227740101190 DAVID R & CARRIE E MORTENSEN 16168 HURON CT LAKEVILLE MN 55044 16168 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 26 227740101200 NATHAN T & LAURA C BANG 16170 HURON CT LAKEVILLE MN 55044 16170 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 27 227740101210 GARRETT F & MICHELLE HELLING 16172 HURON CT LAKEVILLE MN 55044 16172 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 28 227740101220 DOUGLAS & KIMBERLEY MORGAN 16176 HURON CT LAKEVILLE MN 55044 16176 HURON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 29 227740101230 MATTHEW & MARGARET WAGNER 16181 HUDSON AVE LAKEVILLE MN 55044 16181 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 30 227740101240 LORNA C LUSK 16175 HUDSON AVE LAKEVILLE MN 55044 16175 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 31 227740102010 WAYNE A & SHARON A SKILLINGS 16180 HUDSON AVE LAKEVILLE MN 55044 16180 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 32 227740102020 DOUGLAS P & THERESE CHENEVERT 16200 HUDSON AVE LAKEVILLE MN 55044 16200 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 33 227740102030 CHRISTOPHER & C B HENZE 16220 HUDSON AVE LAKEVILLE MN 55044 16220 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 34 227740102040 TRACY & GREGORY WORKMAN 16232 HUDSON AVE LAKEVILLE MN 55044 16232 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 35 227740102050 JEREMIAH N SALADIN 16280 HYLAND AVE LAKEVILLE MN 55044 16280 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 36 227740102060 RUSSELL W & EMILY F SHURTS 16290 HYLAND AVE LAKEVILLE MN 55044 16290 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 37 227740102070 JAY R & COLETTE J ALGER 16300 HYLAND AVE LAKEVILLE MN 55044 16300 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 38 223460001010 DOUG J & MICHELLE E SNYDER 16310 HYLAND AVE LAKEVILLE MN 55044 16310 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 39 223460001020 ANTHONY M & DARCY CHAOUCH 16332 HYLAND AVE LAKEVILLE MN 55044 16332 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 40 223460001030 WU WANG 16354 HYLAND AVE LAKEVILLE MN 55044 16354 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 41 223460001040 CRAIG & CYNTHIA MULCAHY 16376 HYLAND AVE LAKEVILLE MN 55044 16376 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 42 223460001050 GLEN A & KIMBERLY A HENDRICKSON 16398 HYLAND AVE LAKEVILLE MN 55044 16398 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 43 223460001060 BRADLEY & CATHERINE LARSON 16427 HYLAND CIR LAKEVILLE MN 55044 16427 HYLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 44 223460001070 MICHAEL R ROEBUCK 16431 HYLAND CIR LAKEVILLE MN 55044 16431 HYLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 45 223460001080 KENNETH & CATHALEEN WELLER 16435 HYLAND CIR LAKEVILLE MN 55044 16435 HYLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 46 223460001090 CAREY G & COLLEEN L MELZ 16432 HYLAND CIR LAKEVILLE MN 55044 16432 HYLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 47 223460001100 PAUL J & KAREN M SOPSIC 16442 HYLAND AVE LAKEVILLE MN 55044 16442 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 48 223460001110 MICHAEL D SAMPSON 16464 HYLAND AVE LAKEVILLE MN 55044 16464 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 49 223460001120 ADAM K & JENNIFER L DOBRATZ 16486 HYLAND AVE LAKEVILLE MN 55044 16486 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ Preliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia CirclePage 1
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle50 223460003080 PAUL V & JANICE M GONZALEZ 16497 HYLAND AVE LAKEVILLE MN 55044 16497 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 51 223460003070 CARMEN M SCHAFFER 16481 HYLAND AVE LAKEVILLE MN 55044 16481 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 52 223460003060 MICHAEL W & AIMEE B BOEHNLEIN 16463 HYLAND AVE LAKEVILLE MN 55044 16463 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 53 223460003050 MICHAEL D ONEILL 16445 HYLAND AVE LAKEVILLE MN 55044 16445 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 54 223460003040 JERROLD T & LISA R BERKEN 16427 HYLAND AVE LAKEVILLE MN 55044 16427 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 55 223460003030 ROBERT ALAN TSTE SOUTH 16409 HYLAND AVE LAKEVILLE MN 55044 16409 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 56 223460003020 MICHAEL & JILL QUINN 16391 HYLAND AVE LAKEVILLE MN 55044 16391 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 57 223460003010 JEFFREY S & STACY P BOUMAN 16373 HYLAND AVE LAKEVILLE MN 55044 16373 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 58 223460002020 DAVID J & TALLY J PETERSON 16355 HYLAND AVE LAKEVILLE MN 55044 16355 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 59 223460002010 ANNE M STILES 16335 HYLAND AVE LAKEVILLE MN 55044 16335 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 60 227740004010 PAUL G & ANGELA C HUGHES 8800 163RD ST LAKEVILLE MN 55044 8800 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 61 227740004020 KEVIN A & POLLY M JOHANSON 8820 163RD ST W LAKEVILLE MN 55044 8820 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 62 227740004030 RYAN N & AMANDA C BOE 8836 163RD ST W LAKEVILLE MN 55044 8836 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 63 227740004040 SCOTT D WAGNER 8850 163RD ST W LAKEVILLE MN 55044 8850 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 64 227740004050 WILLIAM F & JULIE A TOWLE 8870 163RD ST W LAKEVILLE MN 55044 8870 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 65 227740004060 THOMAS & SHEENA CRAMPTON 8888 163RD ST W LAKEVILLE MN 55044 8888 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 66 223460000020 CITY OF LAKEVILLE PO BOX 957 LAKEVILLE MN 55044 16390 HUTCHINSON DR PUBLIC AND OPEN SPACE 3 4,341.00$ 13,023.00$ 67 223460003130 MARK C & JOAN K PRINSEN 16414 HUTCHINSON DR LAKEVILLE MN 55044 16414 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 68 223460003120 KENT M & LEANN M MCCLANAHAN 16434 HUTCHINSON DR LAKEVILLE MN 55044 16434 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 69 223460003110 JOSHUA J & COURTNEY MCKINLEY 16452 HUTCHINSON DR LAKEVILLE MN 55044 16452 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 70 223460003100 WALTER L & SUSAN M MYERS 16472 HUTCHINSON DR LAKEVILLE MN 55044 16472 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 71 223460003090 CHRISTOPHER A KNOLL 16490 HUTCHINSON DR LAKEVILLE MN 55044 16490 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 72 223460004090 JOHN J & DIANE L MCGRATH 16491 HUTCHINSON DR LAKEVILLE MN 55044 16491 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 73 223460004080 THOMAS P & SANDRA L SCIPIONI 16475 HUTCHINSON DR LAKEVILLE MN 55044 16475 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 74 223460004070 DENNIS MICHAEL & AMY MAJEWSKI 16457 HUTCHINSON DR LAKEVILLE MN 55044 16457 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 75 223460004060 JONATHAN D & MEGHAN ANDERSON 16441 HUTCHINSON DR LAKEVILLE MN 55044 16441 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 76 223460004050 TERRY A HEER 16425 HUTCHINSON DR LAKEVILLE MN 55044 16425 HUTCHINSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 77 223460004040 JOHN PATRICK THOMAS 16407 HUTCHINSON DR LAKEVILLE MN 55044 16407 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 78 223460004030 JASON & KATIE BROWN 16391 HUTCHINSON DR LAKEVILLE MN 55044 16391 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 79 223460004020 BEAU & RACHEL M NORDBY 16373 HUTCHINSON DR LAKEVILLE MN 55044 16373 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 80 223460004010 JOSEPH G & KATHLEEN BROWNRIGG 16357 HUTCHINSON DR LAKEVILLE MN 55044 16357 HUTCHINSON DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 81 227740003010 SHERRY L POHL 8900 163RD ST W LAKEVILLE MN 55044 8900 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 82 227740003020 JOHN & JANE LANNS 8926 163RD ST W LAKEVILLE MN 55044 8926 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 83 223460101010 STEVEN SEED 16310 HUDSON AVE LAKEVILLE MN 55044 16310 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 84 223460101020 LARRY D TSTE SHUPPY 16320 HUDSON AVE LAKEVILLE MN 55044 16320 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 85 223460101030 TERESA & BRANDON J JOHNSON 16330 HUDSON AVE LAKEVILLE MN 55044 16330 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 86 223460101040 DENNIS LEE & JODELL JOHNSON 16340 HUDSON AVE LAKEVILLE MN 55044 16340 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 87 223460101050 STEVEN & KATHERINE DAVIS 16350 HUDSON AVE LAKEVILLE MN 55044 16350 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 88 223460101060 ROBERT W VIDMAR 16360 HUDSON AVE LAKEVILLE MN 55044 16360 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 89 223460101070 ANDREW N & MICHAELLA KELLY 16370 HUDSON AVE LAKEVILLE MN 55044 16370 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 90 223460101080 JEFFREY D & RACHEL L METCALF 16380 HUDSON AVE LAKEVILLE MN 55044 16380 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 91 223460101090 JOSEPH J JR DESYLVESTER 16390 HUDSON AVE LAKEVILLE MN 55044 16390 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 92 223460101100 DANIEL L & DORIS I HOFFMAN 16400 HUDSON AVE LAKEVILLE MN 55044 16400 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 93 223460101110 MICHAEL G & ANITA M SMITH 16410 HUDSON AVE LAKEVILLE MN 55044 16410 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 94 223460102110 TIMOTHY J & ASHLEY M WARRICK 16405 HUDSON AVE LAKEVILLE MN 55044 16405 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 95 223460102100 TIMOTHY K & CAREY A KENNEDY 16358 HUDSON CT LAKEVILLE MN 55044 16358 HUDSON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 96 223460102090 MICHAEL S & JULIE K BOESER 16368 HUDSON CT LAKEVILLE MN 55044 16368 HUDSON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 97 223460102080 RICHARD & NANCY PRINCE 16375 HUDSON CT LAKEVILLE MN 55044 16375 HUDSON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 98 223460102070 SCOTT B & CLAUDIA B RAMSEY 16365 HUDSON CT LAKEVILLE MN 55044 16365 HUDSON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 2
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle99 223460102060 THANH VAN HUYNH 16355 HUDSON CT LAKEVILLE MN 55044 16355 HUDSON CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 100 223460102050 ANAND SALIM KUMAR 16345 HUDSON AVE LAKEVILLE MN 55044 16345 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 101 223460102040 STEPHEN P THOMPSON 16335 HUDSON AVE LAKEVILLE MN 55044 16335 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 102 223460102030 PAUL & KIMBERLY FREITAG 16325 HUDSON AVE LAKEVILLE MN 55044 16325 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 103 223460102020 KATHERINE LYNN NYE 16315 HUDSON AVE LAKEVILLE MN 55044 16315 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 104 223460102010 DONALD J & LEAH CEEE BOOMSMA 16305 HUDSON AVE LAKEVILLE MN 55044 16305 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 105 227740005100 CRAIG & AMIE GOETTIG 16290 HUDSON AVE LAKEVILLE MN 55044 16290 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 106 227740005110 JOHN W STANTON 8931 163RD ST LAKEVILLE MN 55044 8931 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 107 227740005120 MICHAEL JEROME 8921 163RD ST W LAKEVILLE MN 55044 8921 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 108 227740005130 KURT R & CAROLYN J ZIMMERMAN 8901 163RD ST W LAKEVILLE MN 55044 8901 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 109 227740005140 JOHN M & KIMBERLY S MANIKOWSKI 8887 163RD ST W LAKEVILLE MN 55044 8887 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 110 227740005150 ERIC A & KATHLEEN R CRAM 8871 163RD ST W LAKEVILLE MN 55044 8871 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 111 227740005160 MICHAEL BRIAN TIMMER 8851 163RD ST W LAKEVILLE MN 55044 8851 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 112 227740005170 ROUNG H CHEUNG 8835 163RD ST W LAKEVILLE MN 55044 8835 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 113 227740005180 DONALD L & THERESE Y ANDERSEN 8821 163RD ST W LAKEVILLE MN 55044 8821 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 114 227740005190 EDWARD A & STACY F MOORE 8801 163RD ST W LAKEVILLE MN 55044 8801 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 115 227740005010 JOSEPH J HILLA 16260 HUDSON AVE LAKEVILLE MN 55044 16260 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 116 227740005020 DANIEL J & JUDY L LYBARGER 16262 HUDSON AVE LAKEVILLE MN 55044 16262 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 117 227740005030 TIMOTHY M & MARSHA K JOHNSON 16264 HUDSON AVE LAKEVILLE MN 55044 16264 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 118 227740005040 REGINA M WALLIS 16266 HUDSON AVE LAKEVILLE MN 55044 16266 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 119 227740005050 MARK S & LINDA M DIEPHOLZ 16268 HUDSON AVE LAKEVILLE MN 55044 16268 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 120 227740005060 DAVID D & TERESA M WALDORF 16270 HUDSON AVE LAKEVILLE MN 55044 16270 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 121 227740005070 THOMAS & JAMI K JUHNKE 16272 HUDSON AVE LAKEVILLE MN 55044 16272 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 122 227740005080 DONALD & SARAH BACKNER 16274 HUDSON AVE LAKEVILLE MN 55044 16274 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 123 227740005090 IAN D & HEATHER R CHAMPION 16280 HUDSON AVE LAKEVILLE MN 55044 16280 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 124 227740002230 DENNIS D & MARGARET GOTT 8989 163RD ST W LAKEVILLE MN 55044 8989 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 125 227740002220 GARY A MOORE 16287 HUDSON AVE LAKEVILLE MN 55044 16287 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 126 227740002210 ASHLEY WEDNESDAY NOR PATTERSON 16285 HUDSON AVE LAKEVILLE MN 55044 16285 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 127 227740002200 CARL R & MARY K WILSON 16281 HUDSON AVE LAKEVILLE MN 55044 16281 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 128 227740002190 CRAIG E & EVYENIA KNUDSEN 16279 HUDSON AVE LAKEVILLE MN 55044 16279 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 129 227740002180 JOHN J & JULIE T YOUNG 16275 HUDSON AVE LAKEVILLE MN 55044 16275 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 130 227740002170 DOUGLAS RICKART 16273 HUDSON AVE LAKEVILLE MN 55044 16273 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 131 227740002160 CHRISTOPHER W & JESS KENNEDY 16269 HUDSON AVE LAKEVILLE MN 55044 16269 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 132 227740002150 ANDREW W & ANGELA M FRISINGER 16267 HUDSON AVE LAKEVILLE MN 55044 16267 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 133 227740002140 PAUL E & REBECCA S WIGLEY 16263 HUDSON AVE LAKEVILLE MN 55044 16263 HUDSON AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 134 227740002130 DERRICK S & RACHEL W CHAMLEY 16239 HYLAND AVE LAKEVILLE MN 55044 16239 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 135 227740002120 BRYE & ALLISON BERG 16225 HYLAND AVE LAKEVILLE MN 55044 16225 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 136 227740002110 TIMOTHY L SHAW 16215 HYLAND AVE LAKEVILLE MN 55044 16215 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 137 227740002100 BRYAN R KRUEGER 16211 HYLAND AVE LAKEVILLE MN 55044 16211 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 138 227740002090 DARRELL L & MARGO L SANDEEN 16201 HYLAND AVE LAKEVILLE MN 55044 16201 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 139 227740002080 SCOTT M WOTZKA 16195 HYLAND AVE LAKEVILLE MN 55044 16195 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 140 227740002070 SUSAN & ANDREW PIEPER 16187 HYLAND AVE LAKEVILLE MN 55044 16187 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 141 227740002060 THOMAS A & PAMELA T TRAETOW 16181 HYLAND AVE LAKEVILLE MN 55044 16181 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 142 227740002050 WILLIAM H & JUDY L ADAMS 16175 HYLAND AVE LAKEVILLE MN 55044 16175 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 143 227740002040 FREDERICK L & LINDA NEWELL 16165 HYLAND AVE LAKEVILLE MN 55044 16165 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 144 227740002030 MARK & PAULA C WEHLAGE 16155 HYLAND AVE LAKEVILLE MN 55044 16155 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 145 227740002020 JAY & PAMELA M LARSON 16145 HYLAND AVE LAKEVILLE MN 55044 16145 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 146 227740002010 FENTEZI ZEWDOE 16125 HYLAND AVE LAKEVILLE MN 55044 16125 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 147 227740007020 MICHELLE M COONEY 16060 HYLAND AVE LAKEVILLE MN 55044 16060 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 3
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle148 227740007030 DARREN E & DIANNE K YOUNG 16080 HYLAND AVE LAKEVILLE MN 55044 16080 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 149 227740007040 THOMAS G & SARA C WILSON 16100 HYLAND AVE LAKEVILLE MN 55044 16100 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 150 227740007050 ERIC J & DIANE J DOKKEN 16124 HYLAND AVE LAKEVILLE MN 55044 16124 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 151 227740007060 KARA & JARROD SIEBEN 16150 HYLAND AVE LAKEVILLE MN 55044 16150 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 152 227740007070 WILLIAM D & GERRI D ARTZ 16170 HYLAND AVE LAKEVILLE MN 55044 16170 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 153 227740007080 SHERI L CARLSON 16180 HYLAND AVE LAKEVILLE MN 55044 16180 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 154 227740007090 TIEG B & JANE M BRITTON 16188 HYLAND AVE LAKEVILLE MN 55044 16188 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 155 227740006070 JACOB S MANGAN 16196 HYLAND AVE S LAKEVILLE MN 55044 16196 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 156 227740006080 KYLE N & KRISTINA KOENIG 16200 HYLAND AVE LAKEVILLE MN 55044 16200 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 157 227740006090 THOMAS E JONES 16212 HYLAND AVE S LAKEVILLE MN 55044 16212 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 158 227740006100 CRAIG V & CAROL A SCHOENECKER 16214 HYLAND AVE LAKEVILLE MN 55044 16214 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 159 227740006110 LUCAS J & HEIDI A HOPKINS 16220 HYLAND AVE LAKEVILLE MN 55044 16220 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 160 227740006120 CHARLES & MARY KAY GLOVER 16230 HYLAND AVE LAKEVILLE MN 55044 16230 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 161 227740006130 ROBERT G & DEBRA M RIGGS 16240 HYLAND AVE LAKEVILLE MN 55044 16240 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 162 227740006010 GUY K & BONNIE J P BORGLUND 16185 HURON PATH LAKEVILLE MN 55044 16185 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 163 227740006020 DOUGLAS & CATHERINE PLATT 16181 HURON PATH LAKEVILLE MN 55044 16181 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 164 227740006030 TODD A & TRACY A DRESSEN 16175 HURON PATH LAKEVILLE MN 55044 16175 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 165 227740006040 CLAY A & SUSAN L VANDEBOGART 16165 HURON PATH LAKEVILLE MN 55044 16165 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 166 227740006050 BRYAN E & JODY L BIXBY 16155 HURON PATH LAKEVILLE MN 55044 16155 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 167 227740006060 MARK SR & SALLY ANN PASVOGEL 16145 HURON PATH LAKEVILLE MN 55044 16145 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 168 227740007100 RUSSELL A & CARRIE A RENNER 16125 HURON PATH LAKEVILLE MN 55044 16125 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 169 227740007110 DAVID W WARWICK 16121 HURON PATH LAKEVILLE MN 55044 16121 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 170 227740007120 DANIEL W & EMILY BATES 16111 HURON PATH LAKEVILLE MN 55044 16111 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 171 227740007130 GREGORY J & LYNN M HAMEL 16101 HURON PATH LAKEVILLE MN 55044 16101 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 172 227740007140 WELLINGTON III & B J WOOD 16091 HURON PATH LAKEVILLE MN 55044 16091 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 173 227740007150 KATJE & TED OIEN 16071 HURON PATH LAKEVILLE MN 55044 16071 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 174 227740007010 HENRY HUNG-TAN NGUYEN 16055 HURON PATH LAKEVILLE MN 55044 16055 HURON PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 175 227740001010 ROBERT S & JENNIFER BOLDUS 16021 HYLAND AVE LAKEVILLE MN 55044 16021 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 176 227740001020 JOHN & CHRISTINA NIGHTINGALE 16041 HYLAND AVE LAKEVILLE MN 55044 16041 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 177 227740001030 SCOTT A FOWLER 16051 HYLAND AVE LAKEVILLE MN 55044 16051 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 178 227740001040 JAMES E & SUSAN E SIMON 16061 HYLAND AVE LAKEVILLE MN 55044 16061 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 179 227740001050 ANDREW ANDERSON 16071 HYLAND AVE LAKEVILLE MN 55044 16071 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 180 227740001060 MICHAEL A & JOLENE H WONG 16081 HYLAND AVE S LAKEVILLE MN 55044 16081 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 181 227740001070 GEOFFREY A & PAMELA BARNABO 16099 HYLAND AVE LAKEVILLE MN 55044 16099 HYLAND AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 182 221859904190 MICHAEL M & KRISTEN DOLL 16478 INTERLACHEN BLVD LAKEVILLE MN 55044 16478 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 183 221859904180 LOUISE A & JOHN E SEIGWORTH 16446 INTERLACHEN BLVD LAKEVILLE MN 55044 16446 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 184 221859904170 JUSTIN HUI 16414 INTERLACHEN BLVD LAKEVILLE MN 55044 16414 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 185 221859904160 DAVID L & DONNA M MARTENS 16374 IMPATIENS CT LAKEVILLE MN 55044 16374 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 186 221859904150 JOSEPH C & HEE JOUNG TREPANIER 16368 IMPATIENS CT LAKEVILLE MN 55044 16368 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 187 221859904140 ROGER D & JULIE R LEDIN 16362 IMPATIENS CT LAKEVILLE MN 55044 16362 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 188 221859904130 DANIEL & AMY KAMPF 16356 IMPATIENS CT LAKEVILLE MN 55044 16356 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 189 221859904120 LEROY D & KAREN L MAUNU 16353 IMPATIENS CT LAKEVILLE MN 55044 16353 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 190 221859904110 MARK A & MICHELLE M NELSON 16359 IMPATIENS CT LAKEVILLE MN 55044 16359 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 191 221859904100 MARK D & JANE E GRAYBILL 16365 IMPATIENS CT LAKEVILLE MN 55044 16365 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 192 221859904090 BRANDON & SARAH VOGT 16371 IMPATIENS CT LAKEVILLE MN 55044 16371 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 193 221859904080 IVAN & LOUISA KUZNIA 16377 IMPATIENS CT LAKEVILLE MN 55044 16377 IMPATIENS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 194 221859904070 DAVID E & PATRICIA A ELIAS 9196 163RD ST W LAKEVILLE MN 55044 9196 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 195 221859904060 SCOTT W ERLANSON 9168 163RD ST W LAKEVILLE MN 55044 9168 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 196 221859904050 PAUL & KIMBERLY KELLUM 9140 163RD ST W LAKEVILLE MN 55044 9140 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 4
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle197 221859904040 BRADLEY & CATHERINE MOORE 9112 163RD ST LAKEVILLE MN 55044 9112 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 198 221859904030 KEVIN W & PATRICIA K UPHAM 9084 163RD ST W LAKEVILLE MN 55044 9084 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 199 221859904020 SCOTT W & MARY B MILLER 9056 163RD ST W LAKEVILLE MN 55044 9056 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 200 221859904010 JEFFREY W TSTE POST 9028 163RD ST W LAKEVILLE MN 55044 9028 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 201 221859903140 JAYME L & JODI L EISENBARTH 9021 163RD ST W LAKEVILLE MN 55044 9021 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 202 221859903150 DONALD L & SHERRI L HUNTER 9043 163RD ST W LAKEVILLE MN 55044 9043 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 203 221859903160 THOMAS J REUTZEL 9065 163RD ST W LAKEVILLE MN 55044 9065 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 204 221859903170 TIMOTHY J & MELANIE CLIFFORD 9087 163RD ST LAKEVILLE MN 55044 9087 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 205 221859903180 DANIEL & CAMERON SYMINGTON 19640 GULF BLVD UNIT 601 INDIAN SHORES FL 33785 9109 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 206 221859903190 RONALD R & CAROLINE HENDERSON 9131 163RD ST W LAKEVILLE MN 55044 9131 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 207 221859903200 ALFRED H LAM 9153 163RD ST W LAKEVILLE MN 55044 9153 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 208 221859903210 BORHANUDDIN & ESMAT HASSAS 9175 163RD ST W LAKEVILLE MN 55044 9175 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 209 221859903220 DAVID & ANN YOUNGLOVE 9197 163RD ST W LAKEVILLE MN 55044 9197 163RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 210 221859802060 WENDY A FINNE 16254 INTERLACHEN BLVD LAKEVILLE MN 55044 16254 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 211 221859802050 PATRICK M DOBROWSKI 16236 INTERLACHEN BLVD LAKEVILLE MN 55044 16236 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 212 221859802040 PIERRE G III & ALISH ARNOLD 16208 INTERLACHEN BLVD LAKEVILLE MN 55044 16208 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 213 221859802030 DANIEL JACOB KING 16180 INTERLACHEN BLVD LAKEVILLE MN 55044 16180 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 214 221859802020 JOHN R & DEBRA B COBB 16152 INTERLACHEN BLVD LAKEVILLE MN 55044 16152 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 215 221859802010 JEFFREY & ELIZABETH TIMM 9214 161ST ST W LAKEVILLE MN 55044 9214 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 216 221859903010 GARRON & AMY BRENNO 16148 INVERNESS WAY LAKEVILLE MN 55044 16148 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 217 221859903020 ERIC KELLY JENSEN 16144 INVERNESS WAY LAKEVILLE MN 55044 16144 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 218 221859903030 CAM-TU X NGUYEN 16140 INVERNESS WAY LAKEVILLE MN 55044 16140 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 219 221859903040 DANIEL & JULIANN V DICKEY 16136 INVERNESS WAY LAKEVILLE MN 55044 16136 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 220 221859903050 SHAWN M & DEANNA J WELCH 16134 INVERNESS WAY LAKEVILLE MN 55044 16134 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 221 221859903060 MATTHEW S GAUDET 16130 INVERNESS WAY LAKEVILLE MN 55044 16130 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 222 221859903070 ERIC A GIDLOW 16126 INVERNESS WAY LAKEVILLE MN 55044 16126 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 223 221859903080 AARON & AMBER JOHNSON 16122 INVERNESS WAY LAKEVILLE MN 55044 16122 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 224 221859903090 JUSTIN ALLEN GUSAAS 16118 INVERNESS WAY LAKEVILLE MN 55044 16118 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 225 221859903100 KEITH & NICOLE L PATERSON 16116 INVERNESS WAY LAKEVILLE MN 55044 16116 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 226 221859903110 DAVID C & TRACY L HOLLAND 16112 INVERNESS WAY LAKEVILLE MN 55044 16112 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 227 221859903120 DAVID J & SAMANTHA A WHALEN 16108 INVERNESS WAY LAKEVILLE MN 55044 16108 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 228 221859903130 TIMOTHY J & SHEILA A NEIS 16104 INVERNESS WAY LAKEVILLE MN 55044 16104 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 229 221859902070 ALAN R BYRD 16111 INVERNESS WAY LAKEVILLE MN 55044 16111 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 230 221859902080 THOMAS D ENDERS 16117 INVERNESS WAY LAKEVILLE MN 55044 16117 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 231 221859902090 GERARD M & DEBRA D KUBISIAK 16123 INVERNESS WAY LAKEVILLE MN 55044 16123 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 232 221859902100 JOHN E & SHERRY L LARSON 16127 INVERNESS WAY LAKEVILLE MN 55044 16127 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 233 221859902110 CINDY L JOHNSON 16133 INVERNESS WAY LAKEVILLE MN 55044 16133 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 234 221859902120 BRETT R & KELLY J SMITH 16139 INVERNESS WAY LAKEVILLE MN 55044 16139 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 235 221859902010 STEVEN & KRISTIN CAULDER 9168 161ST ST W LAKEVILLE MN 55044 9168 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 236 221859902020 JOHN J & MARTHA S CLARK 9148 161ST ST W LAKEVILLE MN 55044 9148 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 237 221859902030 TODD A & AMY J MOTT 9128 161ST ST W LAKEVILLE MN 55044 9128 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 238 221859902040 JEREMY F & ABIGAIL A POWELL 9118 161ST ST W LAKEVILLE MN 55044 9118 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 239 221859902050 STEVEN A & KRISTEN BONESHO 9096 161ST ST W LAKEVILLE MN 55044 9096 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 240 221859902060 KRISTINE C STEINKE 16107 INVERNESS WAY LAKEVILLE MN 55044 16107 INVERNESS WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 241 221859901100 TIMOTHY T BROBACK 9017 161ST ST W LAKEVILLE MN 55044 9017 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 242 221859901090 BRIAN G & SHARI K ROSSOW 9037 161ST ST W LAKEVILLE MN 55044 9037 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 243 221859901080 PHILIP H & KELLY G BRUNEAU 9057 161ST ST W LAKEVILLE MN 55044 9057 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 244 221859901070 RICHARD & COLLEEN WICKLUND 9077 161ST ST LAKEVILLE MN 55044 9077 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 245 221859901060 SOL VENTURES LLC 9097 161ST ST LAKEVILLE MN 55044 9097 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 5
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle246 221859901050 SCOTT S & MICHELE R SKJEI 9117 161ST ST W LAKEVILLE MN 55044 9117 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 247 221859901040 DAVID L & LYNETTE K MARKOWITZ 9137 161ST ST W LAKEVILLE MN 55044 9137 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 248 221859901030 SCOTT D & LUANNE B DOUGLAS 9157 161ST ST W LAKEVILLE MN 55044 9157 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 249 221859901020 PHILIP E & KATHY O POSTLEWAITE 9177 161ST ST W LAKEVILLE MN 55044 9177 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 250 221859901010 CHANTAL T SHREVE 9197 161ST ST LAKEVILLE MN 55044 9197 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 251 221859801010 JOSEPH L & WANDA L POLUKA 9217 161ST ST W LAKEVILLE MN 55044 9217 161ST ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 252 221859803010 ROGER R & BARBARA L WHITAKER 16097 INTERLACHEN BLVD LAKEVILLE MN 55044 16097 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 253 221859803020 DAVID M & JAMYE K CASPERSON 16129 INTERLACHEN BLVD LAKEVILLE MN 55044 16129 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 254 221859803030 NATHAN R SYMINGTON 16161 INTERLACHEN BLVD LAKEVILLE MN 55044 16161 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 255 221859803040 HP MINNESOTA I LLC 16193 INTERLACHEN BLVD LAKEVILLE MN 55044 16193 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 256 221859803050 DANIEL P & TESSA L RIPKA % SUN OAK COMPANY SAINT LOUIS PARK MN 55416 16225 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 257 221859803060 CALVIN DUANE JR LIPSCOMB 16257 INTERLACHEN BLVD LAKEVILLE MN 55044 16257 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 258 221859803070 THOMAS A & CAROLE J GRIFFITH 16289 INTERLACHEN BLVD LAKEVILLE MN 55044 16289 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 259 221859905010 BRIAN G & TAMMY LINDSTRAND 16299 INTERLACHEN BLVD LAKEVILLE MN 55044 16299 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 260 221859905020 CHAD D FLYNN 16353 INTERLACHEN BLVD LAKEVILLE MN 55044 16353 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 261 221859905030 ZHENHU JIN 16385 INTERLACHEN BLVD LAKEVILLE MN 55044 16385 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 262 221859905040 THOMAS & MARILYN J BOGEN 16417 INTERLACHEN BLVD LAKEVILLE MN 55044 16417 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 263 221859905050 PETER J & PATRICIA C PUSTORINO 16425 IRIS CT LAKEVILLE MN 55044 16425 IRIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 264 221859905060 ANDREA L OVERGAARD 16435 IRIS COURT LAKEVILLE MN 55044 16435 IRIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 265 221859905070 RANDALL T & VIRGINIA MERIDETH 16440 IRIS CT LAKEVILLE MN 55044 16440 IRIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 266 221859905080 DIANE C TSTE SPANDE 16430 IRIS CT LAKEVILLE MN 55044 16430 IRIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 267 221859905090 TONY J & SHANNON M BALLIS 16420 IRIS CT LAKEVILLE MN 55044 16420 IRIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 268 221859905100 DALE H & JEAN E JOHNSON 16481 INTERLACHEN BLVD LAKEVILLE MN 55044 16481 INTERLACHEN BLVD RESIDENTIAL 1 4,341.00$ 4,341.00$ 269 228330007010 ROBERT L MCCORMICK 16526 ILLINOIS AVE LAKEVILLE MN 55044 16526 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 270 228330007020 LYNN A MALEPSY 16532 ILLINOIS AVE LAKEVILLE MN 55044 16532 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 271 228330007030 PAULA A HARAM 16542 ILLINOIS AVE LAKEVILLE MN 55044 16542 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 272 228330007040 KENNETH M & AMY M MILLER 16556 ILLINOIS AVE LAKEVILLE MN 55044 16556 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 273 221859504170 DENISE M JENKINS 16585 IMPERIAL CT LAKEVILLE MN 55044 16585 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 274 221859504160 NEAL D SIMONSON 16599 IMPERIAL CT LAKEVILLE MN 55044 16599 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 275 221859504150 ANDREW W & HEATHER W SEIBENALER 16613 IMPERIAL CT LAKEVILLE MN 55044 16613 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 276 221859504140 MICHAEL A & MARY K NOEHRING 16627 IMPERIAL CT LAKEVILLE MN 55044 16627 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 277 221859504130 DANIEL J & MARY KAY ROE 16641 IMPERIAL CT LAKEVILLE MN 55044 16641 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 278 221859504120 RUSSELL J & DOREEN HUGHES 16655 IMPERIAL CT LAKEVILLE MN 55044 16655 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 279 221859504110 PATRICIA S TSTE MCRAE 16671 IMPERIAL CT LAKEVILLE MN 55044 16671 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 280 221859504100 FREDERICK J HERMANSON 16737 INNSBROOK DR LAKEVILLE MN 55044 16737 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 281 221859504090 MARK E MCKINNEY 16731 INNSBROOK DR LAKEVILLE MN 55044 16731 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 282 221859504080 KEVIN L & LYNN M JENN 16743 INSBROOK AVE LAKEVILLE MN 55044 16743 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 283 221859504070 STEPHEN E & MARIA T BABCOCK 16683 IMPERIAL CT LAKEVILLE MN 55044 16683 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 284 221859504060 JEFFREY PAUL DIETZ 16697 IMPERIAL CT LAKEVILLE MN 55044 16697 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 285 221859504050 RUSSELL H & PATRICIA YAUCHER 16678 IMPERIAL CT LAKEVILLE MN 55044 16678 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 286 221859504040 CHRISTOPHER D TSTE ABURIME 16656 IMPERIAL CT LAKEVILLE MN 55044 16656 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 287 221859504030 ALEXANDER V SCHEGLOWSKI 16634 IMPERIAL CT LAKEVILLE MN 55044 16634 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 288 221859504020 JAMES E & LORETTA J ELLSWORTH 16614 IMPERIAL CT LAKEVILLE MN 55044 16614 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 289 221859504010 JEFFREY A KINGSLEY 16592 IMPERIAL CT LAKEVILLE MN 55044 16592 IMPERIAL CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 290 228330006010 MATTHEW D & CHRISTIN QUADE 16580 ILLINOIS AVE LAKEVILLE MN 55044 16580 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 291 228330006020 DEREK JOSEPH STERN 16594 ILLINOIS AVE LAKEVILLE MN 55044 16594 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 292 228330006030 MICHAL & MIROSLAVA NOVOSAD 16606 ILLINOIS AVE LAKEVILLE MN 55044 16606 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 293 228330006040 CURTIS J HULETT 16618 ILLINOIS AVE LAKEVILLE MN 55044 16618 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 294 228330006050 STEVEN & LESLIE EGGAN 16630 ILLINOIS AVE LAKEVILLE MN 55044 16630 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 6
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle295 228330006060 ERIC M & ANDREA E EVJEN 16642 ILLIONIS AVE LAKEVILLE MN 55044 16642 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 296 228330006070 LAWRENCE E & LUWANDA KRYNSKI 16652 ILLINOIS AVE LAKEVILLE MN 55044 16652 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 297 228330006080 TIMOTHY NOLDE 18270 JACQUARD PATH LAKEVILLE MN 55044 16682 INDIGO RD RESIDENTIAL 1 4,341.00$ 4,341.00$ 298 228330006090 RLHL BROWN LIVING TST 16700 INDIGO RD LAKEVILLE MN 55044 16700 INDIGO RD RESIDENTIAL 1 4,341.00$ 4,341.00$ 299 228330006100 CHRIS MENNING 16710 INDIGO RD LAKEVILLE MN 55044 16710 INDIGO RD RESIDENTIAL 1 4,341.00$ 4,341.00$ 300 228330006110 KENNETH D FOUKS 16726 INDIGO RD LAKEVILLE MN 55044 16726 INDIGO RD RESIDENTIAL 1 4,341.00$ 4,341.00$ 301 228330004090 ROBERT F & SHARON R HILL 16737 IDES CIR LAKEVILLE MN 55044 16737 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 302 228330004100 ROBERT E CRANDALL 16749 IDES CIR LAKEVILLE MN 55044 16749 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 303 228330004110 RICHARD W & SHANNA L OKLON 16761 IDES CIR LAKEVILLE MN 55044 16761 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 304 228330004120 JOHN J & CYNTHIA D MEYER 16773 IDES CIR LAKEVILLE MN 55044 16773 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 305 228330004130 SCOTT GLAESER 16785 IDES CIR LAKEVILLE MN 55044 16785 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 306 228330004140 COLIN & PATRICIA MOENING 16797 IDES CIR LAKEVILLE MN 55044 16797 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 307 228330004150 MICHAEL J OSOWSKI 16802 IDES CIR LAKEVILLE MN 55044 16802 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 308 228330005010 DANIEL J & JANE F FURLONG 16788 IDES CIR LAKEVILLE MN 55044 16788 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 309 228330005020 DALE H & CANDACE J MATEFFY 16776 IDES CIR LAKEVILLE MN 55044 16776 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 310 228330005030 STEVEN J RIDDLE 16762 IDES CIR LAKEVILLE MN 55044 16762 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 311 228330005040 DANIEL J & JANE E DORNFELD 16750 IDES CIR LAKEVILLE MN 55044 16750 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 312 221859502200 JAY H & SHERYL M FREDERICKS 16746 IDES CIR LAKEVILLE MN 55044 16746 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 313 221859502190 DAVID & KARI SERVAIS 16742 IDES CIR LAKEVILLE MN 55044 16742 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 314 221859502180 LUKE P & KAREN G PETTERSON 16738 IDES CIR LAKEVILLE MN 55044 16738 IDES CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 315 221859502170 PHILIP D & HOLLY K NELSON 16734 INNSBROOK DR LAKEVILLE MN 55044 16734 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 316 221859502160 MARTIN J & JONI J BRUDER 16730 INNSBROOK DR LAKEVILLE MN 55044 16730 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 317 221859502150 PATRICIA TSTE BRION 16726 INSBROOK DR LAKEVILLE MN 55044 16726 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 318 221859502140 TRUDY ANNETTE FAIRBANKS 16722 INNSBROOK DR LAKEVILLE MN 55044 16722 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 319 221859502130 TIMOTHY KERL 16718 INNSBROOK DR LAKEVILLE MN 55044 16718 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 320 221859502120 STEVEN M PANKOW 16714 INNSBROOK DR LAKEVILLE MN 55044 16714 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 321 221859502110 DAVID A & SUSAN L CULLIP 16710 INNSBROOK LN LAKEVILLE MN 55044 16710 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 322 221859502100 DALE R MYER 16706 INNSBROOK DR LAKEVILLE MN 55044 16706 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 323 221859502090 MICHAEL A & JOANNA BASTA 16702 INNSBROOK DR LAKEVILLE MN 55044 16702 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 324 221859502080 DAVID H RADCLIFFE 16698 INNSBROOK DR LAKEVILLE MN 55044 16698 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 325 221859502070 GREGORY A & FRANCINE SCOTT 16694 INNSBROOK DR LAKEVILLE MN 55044 16694 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 326 221859502060 JASEN KWOK 16690 INNSBROOK DR LAKEVILLE MN 55044 16690 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 327 221859502050 TONY A GROEN 16862 ILLINOIS AVE LAKEVILLE MN 55044 16862 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 328 221859502040 ROBERT C & KRISTINE MAHRE 16846 ILLINOIS AVE LAKEVILLE MN 55044 16846 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 329 221859502030 GREGORY & KAREN SAARELA 16828 ILLINOIS AVE LAKEVILLE MN 55044 16828 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 330 221859502020 PAUL KENNETH FERBER 16812 ILLINOIS AVE S LAKEVILLE MN 55044 16812 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 331 221859502010 KYLE R & NANCY A AUG 16794 ILLINOIS AVE LAKEVILLE MN 55044 16794 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 332 228330004010 DOUGLAS I STANTON 16752 ILLINOIS AVE LAKEVILLE MN 55044 16752 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 333 228330004020 CARL JAMES & MARILYN RYDBERG 16740 ILLINOIS AVE LAKEVILLE MN 55044 16740 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 334 228330004030 TERRENCE M & CAROL A MITCHELL 16728 ILLINOIS AVE LAKEVILLE MN 55044 16728 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 335 228330004040 BENJAMIN K & ELLEN G FINSTAD 16712 ILLINOIS AVE LAKEVILLE MN 55044 16712 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 336 228330004050 PERRY J & HEIDI L HOEKSTRA 16702 ILLINOIS AVE LAKEVILLE MN 55044 16702 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 337 228330004060 JEFFREY M & KAREN O MAUDAL 16690 ILLINOIS AVE LAKEVILLE MN 55044 16690 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 338 228330004070 JEFFREY & THERESE BULEN 16705 INDIGO RD LAKEVILLE MN 55044 16705 INDIGO RD RESIDENTIAL 1 4,341.00$ 4,341.00$ 339 228330004080 WILLARD R TSTE FREDREGILL 8343 COLBY PKWY UNIT 223 URBANDALE IA 50322 16729 INDIGO RD RESIDENTIAL 1 4,341.00$ 4,341.00$ 340 228330002120 RONALD J & SYLVIA P HARTKEMEYER 16571 ILLINOIS AVE LAKEVILLE MN 55044 16571 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 341 228330002130 MARK A & MARY ANN KLUTENKAMPER 16585 ILLINOIS AVE LAKEVILLE MN 55044 16585 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 342 228330002140 TARA BRANDT 16595 ILLINOIS AVE LAKEVILLE MN 55044 16595 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 343 228330002150 ANDREE BLANC 16609 ILLINOIS AVE LAKEVILLE MN 55044 16609 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 7
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle344 228330002160 ROBERT J & KATHLEEN FRERICH 16619 ILLINOIS AVE LAKEVILLE MN 55044 16619 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 345 228330002170 BRADLEY C & KRISTIE NORD 16629 ILLINOIS AVE LAKEVILLE MN 55044 16629 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 346 228330002180 KEITH & KRISTIN K NEFF 16641 ILLINOIS AVE LAKEVILLE MN 55044 16641 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 347 228330002190 JOHN P & JANET L LOEWEN 16655 ILLINOIS AVE LAKEVILLE MN 55044 16655 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 348 228330002200 LAURA A MCNAB 16665 ILLINOIS AVE LAKEVILLE MN 55044 16665 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 349 228330002210 MAGDI A ESSAWY 16679 ILLINOIS AVE LAKEVILLE MN 55044 16679 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 350 228330002220 JACOB M SIMON 16689 ILLINOIS AVE LAKEVILLE MN 55044 16689 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 351 228330002230 CASEY D & LORRAINE E LYNN 16701 ILLINOIS AVE LAKEVILLE MN 55044 16701 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 352 228330002010 JOHN L & STACEY L KONOPA 16656 IMPERIAL WAY LAKEVILLE MN 55044 16656 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 353 228330002020 CRAIG A & ANTHEA L WILSON 16650 IMPERIAL WAY LAKEVILLE MN 55044 16650 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 354 228330002030 JAY M & KRISTIE S EDWARDS 16644 IMPERIAL WAY LAKEVILLE MN 55044 16644 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 355 228330002040 DANIEL K & LINDA M GLOOR 16638 IMPERIAL WAY LAKEVILLE MN 55044 16638 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 356 228330002050 BRYAN J & ALYSSA FRANCIS 16634 IMPERIAL WAY LAKEVILLE MN 55044 16634 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 357 228330002060 PING & HAI YING CHEN 16632 IMPERIAL WAY LAKEVILLE MN 55044 16632 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 358 228330002070 BLAKE BISCHEL 16626 IMPERIAL WAY LAKEVILLE MN 55044 16626 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 359 228330002080 HENRY R & JULIE A RITTENHOUSE 16620 IMPERIAL WAY LAKEVILLE MN 55044 16620 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 360 228330002090 AARON L & ANNE MARIE DUNBAR 16614 IMPERIAL WAY LAKEVILLE MN 55044 16614 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 361 228330002100 STEVEN G ANSELMENT 16608 IMPERIAL WAY LAKEVILLE MN 55044 16608 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 362 228330002110 JAMES W & JULIE A BARFKNECHT 16592 IMPERIAL WAY LAKEVILLE MN 55044 16592 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 363 228330001230 ROBERT E LARSON 16577 IMPERIAL WAY LAKEVILLE MN 55044 16577 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 364 228330001240 ALAN L & CAROL A REDETZKE 16515 ILLINOIS AVE LAKEVILLE MN 55044 16515 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 365 228330001220 DANIEL A & MANDY DENNIS 16583 IMPERIAL WAY LAKEVILLE MN 55044 16583 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 366 228330001210 STEVEN & MELISSA ENKE 16589 IMPERIAL WAY LAKEVILLE MN 55044 16589 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 367 228330001200 CHRISTOPHER WILLIAM CHRISTIANSEN 16595 IMPERIAL WAY LAKEVILLE MN 55044 16595 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 368 228330001190 RYAN & CASSIE LEE CONLEY 16601 IMPERIAL WAY LAKEVILLE MN 55044 16601 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 369 228330001180 RUSSELL D & LOREE J BECKER 16607 IMPERIAL WAY LAKEVILLE MN 55044 16607 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 370 228330001170 PRIMCHAN RAMSINGH 16613 IMPERIAL WAY LAKEVILLE MN 55044 16613 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 371 228330001160 TIMOTHY J & KELLY ROOD 16619 IMPERIAL WAY LAKEVILLE MN 55044 16619 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 372 228330001150 JOHN W JR WILBUR 16625 IMPERIAL WAY LAKEVILLE MN 55044 16625 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 373 228330001140 KEVIN D & BRITTANY M ECKSTAM 16596 IMPERIAL CIR LAKEVILLE MN 55044 16596 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 374 228330001130 NICHOLAS PHELUS 16590 IMPERIAL CIR LAKEVILLE MN 55044 16590 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 375 228330001120 ROBERT & KAMMIE MEYERSON 16550 IMPERIAL CIR LAKEVILLE MN 55044 16550 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 376 228330001110 COREY & JESSICA KNUPPEL 16540 IMPERIAL CIR LAKEVILLE MN 55044 16540 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 377 228330001100 FEDERICO S & SUSAN M GUZMAN 16536 IMPERIAL CIR LAKEVILLE MN 55044 16536 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 378 228330001090 ROBERT & SHELLEY CRAMER 16539 IMPERIAL CIR LAKEVILLE MN 55044 16539 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 379 228330001080 STEVEN J & SHARI M KUEFLER 16549 IMPERIAL CIR LAKEVILLE MN 55044 16549 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 380 228330001070 AXEL S & ELIZABETH ANDERSON 16565 IMPERIAL CIR LAKEVILLE MN 55044 16565 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 381 228330001060 DONALD J & JODI M STEINFELDT 16581 IMPERIAL CIR LAKEVILLE MN 55044 16581 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 382 228330001050 DAVID L & LORI L CLAUSEN 16591 IMPERIAL CIR LAKEVILLE MN 55044 16591 IMPERIAL CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 383 228330001040 EDWARD L BYRNE 16637 IMPERIAL WAY LAKEVILLE MN 55044 16637 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 384 228330001030 BRIAN T PINKOWSKI 16643 IMPERIAL WAY LAKEVILLE MN 55044 16643 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 385 228330001020 DONALD & ELIZABETH LERO 16649 IMPERIAL WAY LAKEVILLE MN 55044 16649 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 386 228330001010 SHAWN R & SHAYRA J MCMAHON 16655 IMPERIAL DR LAKEVILLE MN 55044 16655 IMPERIAL WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 387 228330003010 GAIL E HUMMEL 9480 LOWER 167TH ST W LAKEVILLE MN 55044 9480 LOWER 167TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 388 228330003020 DANIEL J & KIMBERLY HEIAR 9460 LOWER 167TH ST W LAKEVILLE MN 55044 9460 LOWER 167TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 389 228330003030 WILLIAM J & REBECCA STODOLA 16723 ILLINOIS AVE LAKEVILLE MN 55044 16723 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 390 228330003040 XIANG LLC 16737 ILLINOIS AVE LAKEVILLE MN 55044 16737 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 391 228330003050 DAVID M & STEPHANIE GINDORFF 16747 ILLINOIS AVE LAKEVILLE MN 55044 16747 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 392 221859501060 MATTHEW BRIAN & KELS EDWARDS 16753 ILLINOIS AVE LAKEVILLE MN 55044 16753 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 8
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle393 221859501050 CORY H & TARESA S CARDENAS 16775 ILLINOIS AVE LAKEVILLE MN 55044 16775 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 394 221859501040 MATTHEW E LAWSON 16795 ILLINOIS AVE LAKEVILLE MN 55044 16795 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 395 221859501030 DALE L & JOLIE K ANDERSON 16817 ILLINOIS AVE LAKEVILLE MN 55044 16817 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 396 221859501020 ANTHONY D GUNDERSON 16837 ILLINOIS AVE LAKEVILLE MN 55044 16837 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 397 221859501010 JARED & DANIELLE VANVOORST 16859 ILLINOIS AVE LAKEVILLE MN 55044 16859 ILLINOIS AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 398 221858601010 NICHOLAS SACK 16675 INNSBROOK DR LAKEVILLE MN 55044 16675 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 399 221859603010 GARY J TSTE PAHL 16679 INNSBROOK DR LAKEVILLE MN 55044 16679 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 400 221859503010 MAITLAND R & ROSALEE EDWARDS 16685 INNSBROOK DR LAKEVILLE MN 55044 16685 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 401 221859503020 LARRY & MARGARET SLEPICKA 16691 INNSBROOK DR LAKEVILLE MN 55044 16691 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 402 221859503030 MATTHEW G & NATALIE ANDERSON 16697 INNSBROOK DR LAKEVILLE MN 55044 16697 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 403 221859503040 SAMUEL & FOLASADE OLANIPEKUN 16703 INNSBROOK DR LAKEVILLE MN 55044 16703 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 404 221859503050 MARK R & BETTY L KEPPEL 16709 INNSBROOK DR LAKEVILLE MN 55044 16709 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 405 221859503060 BRIAN D & PATRICIA A COHN 16715 INNSBROOK DR LAKEVILLE MN 55044 16715 INNSBROOK DR RESIDENTIAL 1 4,341.00$ 4,341.00$ 406 221858001010 CRYSTAL LAKE COUNTRY CLUB INC 16725 INNS BROOK DR LAKEVILLE MN 55044 16725 INNSBROOK DR PLANNED UNIT DEVELOPMENT 6 4,341.00$ 26,046.00$ 407 221858500032 CRYSTAL LAKE COUNTRY CLUB INC 16725 INNS BROOK DR LAKEVILLE MN 55044 16725 INNSBROOK DR PLANNED UNIT DEVELOPMENT 3 4,341.00$ 13,023.00$ 408 223330203080 JEFFREY D MOORE 17280 IDLEWOOD WAY LAKEVILLE MN 55044 17280 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 409 223330203070 MICASA LLC 17274 IDLEWOOD WAY LAKEVILLE MN 55044 17274 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 410 223330203060 KENNETH E & NATALIE CURWICK 17270 IDLEWOOD WAY LAKEVILLE MN 55044 17270 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 411 223330203050 DANIEL A & LAUREN E HILDEBRAND 17264 IDLEWOOD WAY LAKEVILLE MN 55044 17264 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 412 223330203040 CHERYLE A OBRIEN-MEHL 17258 IDLEWOOD WAY LAKEVILLE MN 55044 17258 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 413 223330203030 STEVEN J & LAURA A RAJAVUORI 16659 INTERLACHEN BLVD LAKEVILLE MN 55044 17252 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 414 223330203020 ANTHONY R & JENNIFER WOTZKA 17246 IDLEWOOD WAY LAKEVILLE MN 55044 17246 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 415 223330203010 STEVEN J & LAURA A RAJAVUORI 16659 INTERLACHEN BLVD LAKEVILLE MN 55044 17240 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 416 223330202140 RONALD R MOORE 17236 IDLEWOOD WAY LAKEVILLE MN 55044 17236 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 417 223330202130 GREGORY & AMBER BORCHERS 17230 IDLEWOOD WAY LAKEVILLE MN 55044 17230 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 418 223330202120 JOY J WITT 17224 IDLEWOOD WAY LAKEVILLE MN 55044 17224 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 419 223330202110 TOAN D TRAN 17218 IDLEWOOD WAY LAKEVILLE MN 55044 17218 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 420 223330202100 TIMOTHY J & CINDY B ROLLINS 17212 IDLEWOOD WAY LAKEVILLE MN 55044 17212 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 421 223330202090 JAMES L & LISA L BUTLER 17208 IDLEWOOD WAY LAKEVILLE MN 55044 17208 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 422 223330202080 DEBRA L JARNAGIN 17202 IDLEWOOD WAY LAKEVILLE MN 55044 17202 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 423 223330202070 ANTHONY PAUL SCHARFF 17203 IDLEWOOD WAY LAKEVILLE MN 55044 17203 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 424 223330202060 DANIEL R & SUSAN E KRETCHMER 17211 IDLEWOOD WAY LAKEVILLE MN 55044 17211 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 425 223330202050 JEFFREY A & CYNTHIA KONICH 17217 IDLEWOOD WAY LAKEVILLE MN 55044 17217 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 426 223330202040 KWAME P & CHRISTINE HERZOG PO BOX 650043 DALLAS TX 75265 17225 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 427 223330202030 KRISTI K HAMPSEY 17233 IDLEWOOD WAY LAKEVILLE MN 55044 17233 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 428 223330202020 JASON PAUL VONBARGEN 17241 IDLEWOOD WAY LAKEVILLE MN 55044 17241 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 429 223330202010 DAVID M & CATHERINE BLAESER 17247 IDLEWOOD WAY LAKEVILLE MN 55044 17247 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 430 223330001070 LAWRENCE R & CAROLYN SANDERS 9385 173RD ST W LAKEVILLE MN 55044 9385 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 431 223330001060 JAMES L BOILEAU 9401 173RD ST W LAKEVILLE MN 55044 9401 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 432 223330001050 DAVID C & CHERIE K LITTLEFIELD 9419 173RD ST W LAKEVILLE MN 55044 9419 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 433 223330001040 HEIDI LYNN RHODES 9435 173RD ST W LAKEVILLE MN 55044 9435 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 434 223330001030 STEVEN L MISKE 9451 173RD ST W LAKEVILLE MN 55044 9451 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 435 223330001020 CHRISTOPHER & NICOLE LAUER 9465 173RD ST W LAKEVILLE MN 55044 9465 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 436 223330001010 MICHAEL BRUCE BOGDA 9491 173RD ST W LAKEVILLE MN 55044 9491 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 437 223330002010 JAMES NORMAN MICHEL 9498 173RD ST W LAKEVILLE MN 55044 9498 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 438 223330002020 TRAYLEN R MARTENSON 9464 173RD ST W LAKEVILLE MN 55044 9464 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 439 223330002030 RYAN & HEIDI D FOLEY 9448 173RD ST W LAKEVILLE MN 55044 9448 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 440 223330002040 NICHOLAS W LUIKEN 17468 INLAND CIR LAKEVILLE MN 55044 17468 INLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 441 223330002050 BYER JR MORRISON 17466 INLAND CIR LAKEVILLE MN 55044 17466 INLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 9
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle442 223330002060 JOHN G & KRISTEN M BERMEL 17464 INLAND CIR LAKEVILLE MN 55044 17464 INLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 443 223330002070 RICHARD H GARIEPY 17462 INLAND CIR LAKEVILLE MN 55044 17462 INLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 444 223330002080 LUCAS & GRETCHEN MOULDER 17460 INLAND CIR LAKEVILLE MN 55044 17460 INLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 445 223330002090 KEVIN PATRICK MARTIN 17458 INLAND CIR LAKEVILLE MN 55044 17458 INLAND CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 446 223330002100 GEORGE K BARRETT 17456 INLAND CT LAKEVILLE MN RESIDENTIAL 1 4,341.00$ 4,341.00$ 447 223330002110 TYLER DELTON & MOLLY FREDERICKSON 17454 INLAND CT LAKEVILLE MN 55044 17454 INLAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 448 223330002120 ROBERT P & AMY L DAYARMOND 17450 INLAND COURT LAKEVILLE MN 55044 17450 INLAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 449 223330002130 RUMEL C & BERNADETTE PANALIGAN 17448 INLAND CT LAKEVILLE MN 55044 17448 INLAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 450 223330002140 JOHN P BINA 17444 INLAND LOOP LAKEVILLE MN 55044 17444 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 451 223330002150 KERRY A & JANE M STURM 17440 INLAND LOOP LAKEVILLE MN 55044 17440 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 452 223330002160 JEREMY & SHANNA WHEELOCK 17436 INLAND LOOP LAKEVILLE MN 55044 17436 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 453 223330003070 TREVOR L & DEBORAH L BROWN 17445 INLAND LOOP LAKEVILLE MN 55044 17445 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 454 223330003080 LINDA HAUSER 17457 INLAND LOOP LAKEVILLE MN 55044 17457 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 455 223330003090 ERIK M & ARIKA A HAGE 17461 INLAND LOOP LAKEVILLE MN 55044 17461 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 456 223330003100 ANGELA R LONG 17469 INLAND LOOP LAKEVILLE MN 55044 17469 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 457 223330003110 SHANNON L STROM 17477 INLAND LOOP LAKEVILLE MN 55044 17477 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 458 223330003120 TROY B & MICHELE R PERKINS 17485 INLAND LOOP LAKEVILLE MN 55044 17485 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 459 223330003010 JOHN PATRICK & KRIST DOLAN 607 AUGUSTANA LN ALBANY MN 56307 17363 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 460 223330003020 MARK A & SHERYL L BROWN 17371 IONIA PATH LAKEVILLE MN 55044 17371 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 461 223330003030 THOMAS B & BARBARA L WHITE 17379 IONIA PATH LAKEVILLE MN 55044 17379 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 462 223330003040 CHARLENE TSTE SKINNER % HOMES FOR NOW APPLE VALLEY MN 55124 17387 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 463 223330003050 ANDREW A & ERIN K HOLL 17395 IONIA PATH LAKEVILLE MN 55044 17395 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 464 223330003060 RANDY & TONI SCHEPER 17411 IONIA PATH LAKEVILLE MN 55044 17411 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 465 223330004070 JOEL D & HOLLY K ULLAND 17410 IONIA PATH LAKEVILLE MN 55044 17410 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 466 223330004080 THOMAS E JOHNSON 17394 IONIA PATH LAKEVILLE MN 55044 17394 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 467 223330004090 DANIEL R & JULIE M DESROCHERS 17386 IONIA PATH LAKEVILLE MN 55044 17386 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 468 223330004100 KENNETH D GOODFRIEND 17378 IONIA PATH LAKEVILLE MN 55044 17378 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 469 223330004110 JERRY J & KATHLEEN M CARRIER 17370 IONIA PATH LAKEVILLE MN 55044 17370 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 470 223330004120 KRISTOPHER CAID & AL MILLER 17362 IONIA PATH LAKEVILLE MN 55044 17362 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 471 223330004010 JEROME A & MICHELE R MEIER 17365 INLAND LOOP LAKEVILLE MN 55044 17365 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 472 223330004020 HEIDI R KIMMEL 17373 INLAND LOOP LAKEVILLE MN 55044 17373 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 473 223330004030 STEPHEN & DEBORAH A REZMER 17381 INLAND LOOP LAKEVILLE MN 55044 17381 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 474 223330004040 ROBERT H HUCKER 17389 INLAND LOOP LAKEVILLE MN 55044 17389 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 475 223330004050 DANIEL F & SUSAN M DUFFEY 17397 INLAND LOOP LAKEVILLE MN 55044 17397 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 476 223330004060 DEBORA JEAN PALMER 17413 INLAND LOOP LAKEVILLE MN 55044 17413 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 477 223330006010 SHAUNA KETCHUM PO BOX 240063 APPLE VALLEY MN 55124 17422 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 478 223330006020 THOMAS M MCCLURE 17418 INLAND LOOP LAKEVILLE MN 55044 17418 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 479 223330006030 JOHN & BELINDA EGAN 17416 INLAND LOOP LAKEVILLE MN 55044 17416 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 480 223330006040 MICHAEL T & LYNN M LOFTUS 17414 INLAND LOOP LAKEVILLE MN 55044 17414 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 481 223330006050 RONALD A & ALICIA K SMREKAR 17410 INLAND LOOP LAKEVILLE MN 55044 17410 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 482 223330006060 JAMES H & NANCY J GOEPPNER 17402 INLAND LOOP LAKEVILLE MN 55044 17402 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 483 223330006070 LAWRENCE A LOTZER 17392 INLAND LOOP LAKEVILLE MN 55044 17392 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 484 223330006080 ROBERT H & BRENDA K BARGSTEN 17380 INLAND LOOP LAKEVILLE MN 55044 17380 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 485 223330006090 JEFFREY R & CHERYL S WITT 17372 INLAND LOOP LAKEVILLE MN 55044 17372 INLAND HOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 486 223330006100 ALBERT R & PAMELA J LAMOTTE 17364 INLAND LOOP LAKEVILLE MN 55044 17364 INLAND LOOP RESIDENTIAL 1 4,341.00$ 4,341.00$ 487 223330103010 JAMES E & LAURA M HUGHES 17305 IDLEWOOD WAY LAKEVILLE MN 55044 17305 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 488 223330103020 SCOTT L & LINDA K WIDMAN 17311 IDLEWOOD WAY LAKEVILLE MN 55044 17311 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 489 223330103030 JOHN B & MARGARET A PODOMINICK 17317 IDLEWOOD WAY LAKEVILLE MN 55044 17317 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 490 223330103040 ANNEMARIE L & COREY SPODEN 17323 IDLEWOOD WAY LAKEVILLE MN 55044 17323 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 10
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle491 223330103050 JOHN S HOLZER 17329 IDLEWOOD WAY LAKEVILLE MN 55044 17329 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 492 223330103060 WILLIAM R & MARIA B JOHNSON 17335 IDLEWOOD CT LAKEVILLE MN 55044 17335 IDLEWOOD CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 493 223330103070 JOEL K & CRISTINA T RUNKE 17341 IDLEWOOD CT LAKEVILLE MN 55044 17341 IDLEWOOD CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 494 223330103080 BILL D & KONI M JACKSON 17347 IDLEWOOD CT LAKEVILLE MN 55044 17347 IDLEWOOD CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 495 223330103090 JEFFREY A & SUSAN R SAHOLT 17353 IDLEWOOD CT LAKEVILLE MN 55044 17353 IDLEWOOD CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 496 223330103100 ALAN E HANSEN 17359 IDLEWOOD CT LAKEVILLE MN 55044 17359 IDLEWOOD CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 497 223330103110 STEVEN J & LAURA A RAJAVUORI 16659 INTERLACHEN BLVD LAKEVILLE MN 55044 17367 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 498 223330103120 DALLAS D & MELANIE M ELDEEN 17373 IDLEWOOD WAY LAKEVILLE MN 55044 17373 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 499 223330103130 ROBERT M & RUTH ANN LANG 19410 VARDON CT HOUSTON TX 77094 17379 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 500 223330102070 DONALD T & COLLEEN M BRAATEN 17487 ICELAND TRL LAKEVILLE MN 55044 17487 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 501 223330102060 MATTHEW N & JENNIFER ROSE 17481 ICELAND TRL LAKEVILLE MN 55044 17481 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 502 223330102050 THOMAS A & ELIZABETH KOLDEN 17475 ICELAND TRL LAKEVILLE MN 55044 17475 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 503 223330102040 SUSAN MACE 17469 ICELAND TRL LAKEVILLE MN 55044 17469 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 504 223330102030 DOUGLAS D & JENNY L NELSON 17463 ICELAND TRL LAKEVILLE MN 55044 17463 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 505 223330102020 STEVEN D HACKER 17454 ICELAND TRL LAKEVILLE MN 55044 17457 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 506 223330102010 ROBERT J & AHNNA B MAHONEY 17306 IDLEWOOD WAY LAKEVILLE MN 55044 17306 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 507 223330102120 ERIC J & SARAH M HASTERT 17314 IDLEWOOD WAY LAKEVILLE MN 55044 17314 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 508 223330102110 ARNIE MCMILLON 17320 IDLEWOOD WAY LAKEVILLE MN 55044 17320 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 509 223330102100 RICHARD F & JUDY K HAYES 17326 IDLEWOOD WAY LAKEVILLE MN 55044 17326 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 510 223330102090 ERIK J LOCKREM 17360 IDLEWOOD WAY LAKEVILLE MN 55044 17360 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 511 223330102080 AARON J & NADINE H THORVILSON 17366 IDLEWOOD WAY LAKEVILLE MN 55044 17366 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 512 223330005060 THERESA M HOPKINS 9265 173RD ST W LAKEVILLE MN 55044 9265 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 513 223330005050 RONALD R & KRISTINE MOORE 9281 173RD ST W LAKEVILLE MN 55044 9281 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 514 223330005040 MARK T & ELIZABETH G UTZ 9301 173RD ST W LAKEVILLE MN 55044 9301 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 515 223330005030 KATIE M DIRICO 9319 173RD ST W LAKEVILLE MN 55044 9319 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 516 223330005020 PATRICK BREKKEN 9335 173RD ST W LAKEVILLE MN 55044 9335 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 517 223330005010 PATRICIA A HENRICHS 9355 173RD ST W LAKEVILLE MN 55044 9355 173RD ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 518 223330201060 WILLIAM & LORA JORGENSEN 17255 IDLEWOOD WAY LAKEVILLE MN 55044 17255 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 519 223330201050 PATRICK & DANIELLE SWEANY 17263 IDLEWOOD WAY LAKEVILLE MN 55044 17263 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 520 223330201040 ANDREW & LINDA LONG 17271 IDLEWOOD WAY LAKEVILLE MN 55044 17271 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 521 223330201030 ANTHONY KUNKEL % HOMES FOR NOW APPLE VALLEY MN 55124 17277 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 522 223330201020 PAUL F SANDERS 17285 IDLEWOOD WAY LAKEVILLE MN 55044 17285 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 523 223330201010 DAVID L & TAMMY P HANSON 345 11TH AVE N HOPKINS MN 55343 17293 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 524 223330204010 TIA R HELFRICH 17292 IDLEWOOD WAY LAKEVILLE MN 55044 17292 IDLEWOOD WAY RESIDENTIAL 1 4,341.00$ 4,341.00$ 525 223330101010 AARON & TIFFANY LOESCH 17436 ICELAND TRL LAKEVILLE MN 55044 17436 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 526 223330101020 GEORGENE L PEECHER 17442 ICELAND TRL LAKEVILLE MN 55044 17442 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 527 223330101030 DANIEL J BURKARD 17448 ICELAND TRL LAKEVILLE MN 55044 17448 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 528 223330101040 THOMAS & CANDICE FISHER 17452 ICELAND TRL LAKEVILLE MN 55044 17452 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 529 223330101050 KENNETH P BJELDE 17458 ICELAND TRL LAKEVILLE MN 55044 17458 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 530 223330101060 BRENT J & BRITTANY L GULBRANSEN 17464 ICELAND TRL LAKEVILLE MN 55044 17464 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 531 223330101070 ERIC JOHN & KAREN M HARRIGAN 17470 ICELAND TRL LAKEVILLE MN 55044 17470 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 532 223330101080 TERRANCE J SHIELDS 17476 ICELAND TRL LAKEVILLE MN 55044 17476 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 533 223330101090 JAMES C SCHWARTZ 17484 ICELAND TRL LAKEVILLE MN 55044 17484 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 534 223330301010 GARY D & LISA M PODRAZA 17384 IDLEWOOD CIR LAKEVILLE MN 55044 17384 IDLEWOOD CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 535 223330301020 SCOTT W & JULIE A NELSON 17390 IDLEWOOD CIR LAKEVILLE MN 55044 17390 IDLEWOOD CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 536 223330301030 QING YE 17396 IDLEWOOD CIR LAKEVILLE MN 55044 17396 IDLEWOOD CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 537 223330301040 TODD R & LORI NELSEN 17397 IDLEWOOD CIR LAKEVILLE MN 55044 17397 IDLEWOOD CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 538 223330301050 ADAM J ULLERY 17391 IDLEWOOD CIR LAKEVILLE MN 55044 17391 IDLEWOOD CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 539 223330301060 JASON & ELIZABETH NAMYST 17385 IDLEWOOD CIR LAKEVILLE MN 55044 17385 IDLEWOOD CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 11
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle540 221940702070 KELLY VANCLEVE 17506 ICELAND TRL LAKEVILLE MN 55044 17506 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 541 221940702060 TERESA ZIEGENFUSS 17514 ICELAND TRL LAKEVILLE MN 55044 17514 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 542 221940702050 DAVID J & DEBORAH C OLSON 17518 ICELAND TRL LAKEVILLE MN 55044 17518 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 543 221940702040 VICKI L DEVINE 17524 ICELAND TRL LAKEVILLE MN 55044 17524 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 544 221940702030 GEORGE DALE BERG 17528 ICELAND TRL LAKEVILLE MN 55044 17528 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 545 221940702020 BRIAN P MICHELLE TS SEIDLING 17534 ICELAND TRL LAKEVILLE MN 55044 17534 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 546 221940702010 ANTHONY GERTZ 17542 ICELAND TRL LAKEVILLE MN 55044 17542 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 547 221940703030 THOMAS J ROMINSKI 17548 ICELAND TRL LAKEVILLE MN 55044 17548 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 548 221940703020 KURT T & CINDY L LANGER 17556 ICELAND TRL LAKEVILLE MN 55044 17556 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 549 221940703010 VICTOR H & BARBARA R MORROW 17564 ICELAND TRL LAKEVILLE MN 55044 17564 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 550 221960004010 KRISTI L SMITH 17650 ICON TRL LAKEVILLE MN 55044 17650 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 551 221960004020 BRADLEY & ELIZABETH MULHOLLAND 17680 ICON TRL LAKEVILLE MN 55044 17680 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 552 221960004030 WAYNE A & LAURIE S NELSON 17690 ICON TRL LAKEVILLE MN 55044 17690 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 553 221960004040 LUCAS M & KRISTIN D PASCHKA 17694 ICON TRL LAKEVILLE MN 55044 17694 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 554 221960101100 COREY & MARIANNE MCGEE 17683 IBERIA AVE LAKEVILLE MN 55044 17683 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 555 221960101090 THOMAS P & GWENDOLYN GURROLA 17669 IBERIA AVE LAKEVILLE MN 55044 17669 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 556 221960101080 BRIAN J & ANDRA W DAVIS 17657 IBERIA AVE LAKEVILLE MN 55044 17657 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 557 221960101070 KEVIN & ANNIE BAUR 17645 IBERIA AVE LAKEVILLE MN 55044 17645 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 558 221960101060 MELVIN J & KELLY A SIMON 17633 IBERIA AVE LAKEVILLE MN 55044 17633 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 559 221960101050 KEITH C & JILL L BRAUE 17621 IBERIA AVE LAKEVILLE MN 55044 17621 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 560 221960101040 SANDRA L TSTE NORSTEN 17607 IBERIA AVE LAKEVILLE MN 55044 17607 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 561 221960101030 JPMORGAN CHASE BANK NATIONAL ASSOCIATI 17595 IBERIA AVE LAKEVILLE MN 55044 17595 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 562 221960101020 PHILIP LEE & LESLIE JENSEN 17583 IBERIA AVE LAKEVILLE MN 55044 17583 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 563 221960101010 JAMES R & JANICE K MOORE 17571 IBERIA AVE LAKEVILLE MN 55044 17571 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 564 221960201010 JEROME B & THERESA K VIKLA 17554 IBERIA AVE LAKEVILLE MN 55044 17554 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 565 221960201020 SCOTT J & KIMBERLY M TULGREN 17568 IBERIA AVE LAKEVILLE MN 55044 17568 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 566 221960102010 LEO M & MARY T SCHMITT 17582 IBERIA AVE LAKEVILLE MN 55044 17582 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 567 221960102020 ALAN R & IRENE M MOWREY 17596 IBERIA AVE LAKEVILLE MN 55044 17596 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 568 221960102030 WILLIAM W & LEEANN R WIEGAND 17605 IBERIA CIR LAKEVILLE MN 55044 17605 IBERIA CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 569 221960102040 STEVEN J & CASSANDRA SOUKUP 17611 IBERIA CIR LAKEVILLE MN 55044 17611 IBERIA CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 570 221960102050 MARK S & LINDA M THOMPSON 17615 IBERIA CIR LAKEVILLE MN 55044 17615 IBERIA CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 571 221960102060 MARY FRANCES HOFSCHULTE 17614 IBERIA CIR LAKEVILLE MN 55044 17614 IBERIA CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 572 221960102070 BRIAN L PABICH 17610 IBERIA CIR LAKEVILLE MN 55044 17610 IBERIA CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 573 221960102080 CHARLES EDWARD LEMON 400 COUNTRYWIDE WAY SIMI VALLEY CA 93065 17604 IBERIA CIR RESIDENTIAL 1 4,341.00$ 4,341.00$ 574 221960102090 AARON W LUNDQUIST 17634 IBERIA AVE LAKEVILLE MN 55044 17634 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 575 221960102100 JACOB TEMPLE 17646 IBERIA AVE LAKEVILLE MN 55044 17646 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 576 221960102110 JEFFREY A & ALYSE M LAMBERSON 17660 IBERIA AVE LAKEVILLE MN 55044 17660 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 577 221960102120 CHRISTIAN E VOGEN 17672 IBERIA AVE LAKEVILLE MN 55044 17672 IBERIA AVE RESIDENTIAL 1 4,341.00$ 4,341.00$ 578 221960005010 DAVID E & MICHELLE L JUTTON 17698 ICON TRL LAKEVILLE MN 55044 17698 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 579 221960102130 STEVEN D & PAMELA K FETZEK 17704 ICON TRL LAKEVILLE MN 55044 17704 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 580 221960102140 CAROL A SINGER 17710 ICON TRL LAKEVILLE MN 55044 17710 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 581 221960102150 MARK D & KATHLEEN M FENNE 17716 ICON TRL LAKEVILLE MN 55044 17716 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 582 221960102160 CHRISTIAN & CAROLE FESTVOG 17722 ICON TRL LAKEVILLE MN 55044 17722 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 583 221960102170 WAYNE A ZELLMER 17728 ICON TRL LAKEVILLE MN 55044 17728 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 584 221960102180 PETER L & PAMELA S CARLSON 17734 ICON TRL LAKEVILLE MN 55044 17734 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 585 221960102190 ROBIN L WILSON 17740 ICON TRAIL LAKEVILLE MN 55044 17740 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 586 221960103010 DWIGHT D & KAROLYN A ISENBERG 17735 ICON TRL LAKEVILLE MN 55044 17735 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 587 221960103020 SANDRA K OLSON 17725 ICON TRL LAKEVILLE MN 55044 17725 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 588 221960103030 DOUGLAS KILGORE 17715 ICON TRL LAKEVILLE MN 55044 17715 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 12
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle589 221960103040 LYNN MARGUERITE SCHNEIDER 17705 ICON TRL LAKEVILLE MN 55044 17705 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 590 221960003080 SCOTT A HALL 17699 ICON TRL LAKEVILLE MN 55044 17699 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 591 221960003070 CHRISTOPHER J GRITTMANN 17697 ICON TRL LAKEVILLE MN 55044 17697 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 592 221960003060 JAMES M METZGER 17695 ICON TRL LAKEVILLE MN 55044 17695 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 593 221960003050 TOREY R LOMENDA 17693 ICON TRL LAKEVILLE MN 55044 17693 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 594 221960003040 JAY T & KIMBERLY S MYERS 17691 ICON TRL LAKEVILLE MN 55044 17691 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 595 221960003030 FIRE HOSE CONSULTING LLC 17689 ICON TRL LAKEVILLE MN 55044 17689 ICON TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 596 221960003020 ERIC CASTRO 17680 IDALIA PATH LAKEVILLE MN 55044 17680 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 597 221960003010 CHRISTOPHER & NICOLE MILO 17730 IDALIA PATH LAKEVILLE MN 55044 17730 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 598 221960001010 JOHN M & AMANDA J TIMMERMAN 17745 IDALIA PATH LAKEVILLE MN 55044 17745 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 599 221960001020 BRIAN N & EILEEN M LEGROS 17725 IDALIA PATH LAKEVILLE MN 55044 17725 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 600 221960001030 FRED G RUDMAN % DONALDSON CO INC MINNEAPOLIS MN 55440 17715 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 601 221960002010 GAYLE PIETRZAK 17695 IDALIA PATH LAKEVILLE MN 55044 17695 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 602 221960002020 STEPHEN S & SARAH L WILSON 17675 IDALIA PATH LAKEVILLE MN 55044 17675 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 603 221960002030 JEROME L & BARBARA J ZWIEFEL 17655 IDALIA PATH LAKEVILLE MN 55044 17655 IDALIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 604 221940704060 JEAN J KEMMER 17578 ICELAND TRL LAKEVILLE MN 55044 17578 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 605 221940704050 MARK S & BETTY GOTTSACKER 17590 ICELAND TRL LAKEVILLE MN 55044 17590 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 606 221940704040 KEVIN & LORI CHRISTOFFER 17600 ICELAND TRL LAKEVILLE MN 55044 17600 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 607 221940704030 ELAINE A COGLITORE 17620 ICELAND TRL LAKEVILLE MN 55044 17620 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 608 221940704020 AMY L VANDENBERG 17640 ICELAND TRL LAKEVILLE MN 55044 17640 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 609 221940704010 DANIEL & JILLAYNE OTTO 17660 ICELAND TRL LAKEVILLE MN 55044 17660 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 610 221940705100 JAMIE E CLAFLIN 17680 ICELAND TRL LAKEVILLE MN 55044 17680 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 611 221940705090 DOUGLAS P & LORI J CRABTREE 17700 ICELAND TRL LAKEVILLE MN 55044 17700 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 612 221940705080 MICHAEL P MCCARTHY 17706 ICELAND TRL LAKEVILLE MN 55044 17706 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 613 221940705070 DOUGLAS S & HOLLY C JOHNSON 17712 ICELAND TRL LAKEVILLE MN 55044 17712 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 614 221940705060 IAN VIRCHOW 17718 ICELAND TRL LAKEVILLE MN 55044 17718 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 615 221940705050 CLAYTON E SNYDER 17724 ICELAND TRL LAKEVILLE MN 55044 17724 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 616 221940705040 JEFFREY M & NANCY L RALEY 17730 ICELAND TRL LAKEVILLE MN 55044 17730 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 617 221940705030 DONALD W LEEKE 17736 ICELAND TRL LAKEVILLE MN 55044 17736 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 618 221940705020 BRIAN M & SHERRY M SHANAHAN 17742 ICELAND TRL LAKEVILLE MN 55044 17742 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 619 221940705010 CHRIS L KETCHUM % COUNTRYWIDE HOME LOANS INC SIMI VALLEY CA 93065 17748 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 620 221940706010 ROBERT A & SHEILA WICK 17747 ICELAND TRL LAKEVILLE MN 55044 17747 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 621 221940706020 STEPHEN J BEAULIEU 17741 ICELAND TRL LAKEVILLE MN 55044 17741 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 622 221940706030 STEPHEN G HAYES 17735 ICELAND TRL LAKEVILLE MN 55044 17735 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 623 221940706040 RICHARD J MACK 17729 ICELAND TRL LAKEVILLE MN 55044 17729 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 624 221940706050 ROBERT V & KRISTA L YURONICH 17723 ICELAND TRL LAKEVILLE MN 55044 17723 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 625 221940706060 JAMES R & JUDY R ELL 17717 ICELAND TRL LAKEVILLE MN 55044 17717 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 626 221940706070 GLENDA FAY WHEELOCK 17707 ICELAND TRL LAKEVILLE MN 55044 17707 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 627 221940706080 LARRY P & PAMELA V BERGER 17685 ICELAND TRL LAKEVILLE MN 55044 17685 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 628 221940601070 PATRICIA BODINE 16940 JUDICIAL LAKEVILLE MN 55044 17640 IONIA CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 629 221940601062 BRIAN B & LISA K DOYLE 20655 JUTLAND PL LAKEVILLE MN 55044 17660 IONIA CT RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 630 221940601061 BRIAN B DOYLE 20655 JUTLAND PL LAKEVILLE MN 55044 17662 IONIA CT RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 631 221940601052 DANIEL & TINA L OLIVER 16480 KINGSWOOD DR LAKEVILLE MN 55044 17647 IONIA CT RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 632 221940601051 ANN M EDDY 17645 IONIA PATH LAKEVILLE MN 55044 17645 IONIA CT RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 633 221940601040 TROY F FRIEDGES 17635 17637 INONIA CT LAKEVILLE MN 55044 17635 IONIA CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 634 221940601031 CARY L SNYDER 20655 JUTLAND PLACE LAKEVILLE MN 55044 17627 IONIA CT RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 635 221940601032 GARY R & TERESA A KABRUD 17625 IONIA CT LAKEVILLE MN 55044 17625 IONIA CT RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 636 221940601020 ERIC K THIES 18961 EMBRY AVE FARMINGTON MN 55024 9450 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 637 221940601010 LISA K & BRIAN DOYLE 20655 JUTLAND PL LAKEVILLE MN 55044 9480 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ Page 13
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle638 227950001020 ROCKFORD CORPORATION % ROCKFORD CORPORATION EDINA MN 55435 9475 176TH ST COMMERCIAL-PREFFERED 3 4,341.00$ 13,023.00$ 639 221940602010 CARLTON PROPERTIES LLC % LONGFELLOW PROPERTIES INC MINNETONKA MN 55305 17620 IONIA CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 640 221940602020 LONGFELLOW PROPERTIES LLC 13033 RIDGEDALE DR STE 167 MINNETONKA MN 55305 9390 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 641 221940602030 LONGFELLOW PROPERTIES LLC 13033 RIDGEDALE DR STE 167 MINNETONKA MN 55305 9370 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 642 221940602040 JASON F SCHIMEK 8230 CLINTON AVE S BLOOMINGTON MN 55420 9350 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 643 221940602050 WELDON WHITEHOUSE 9330 9332 176TH ST W LAKEVILLE MN 55044 9330 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 644 221940707010 ARNOLD STEINHAUER 17665 ICELAND TRL LAKEVILLE MN 55044 17665 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 645 221940707020 JEFFREY R & LISA K SHIMOTA 17645 ICELAND TRL LAKEVILLE MN 55044 17645 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 646 221940707030 DANIEL J & TWILA K WIGGINS 9320 176TH ST W LAKEVILLE MN 55044 9320 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 647 221940707040 MIKE C SAATZER 9310 176TH ST W LAKEVILLE MN 55044 9310 176TH ST RESIDENTIAL 1 4,341.00$ 4,341.00$ 648 221940603010 JASON F SCHIMEK 8230 CLINTON AVE S BLOOMINGTON MN 55420 17520 IONIA PATH RESIDENTIAL 1 4,341.00$ 4,341.00$ 649 221940603021 NILS P & LORI M HUDYMA 17540 IONIA PATH LAKEVILLE MN 55044 17540 IONIA PATH RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 650 221940603022 PATRICIA A SCHMITZ 17542 IONIA PATH LAKEVILLE MN 55044 17542 IONIA PATH RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 651 221940603032 ANN ELIZABETH MEHLHOUSE 17560 IONIA PATH LAKEVILLE MN 55044 17560 IONIA PATH RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 652 221940603031 JOSEPH & SUSAN L MILLER 7755 GLENDA CT APPLE VALLEY MN 55124 17562 IONIA PATH RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 653 221940603041 FELKLUND REVOKABLE LIVING TRUST 6324 ROLF AVE EDINA MN 55439 17580 IONIA AVE RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 654 221940603042 JASON UHRICH 17582 IONIA PATH LAKEVILLE MN 55044 17582 IONIA PARK RESIDENTIAL - DUPLEX 0.5 4,341.00$ 2,170.50$ 655 221940701010 JESSE J & MARY LYNN NEHER 17595 ILLINOIS CT LAKEVILLE MN 55044 17595 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 656 221940701020 MICHAEL J & BETH A BISCHOF 17585 ILLINOIS CT LAKEVILLE MN 55044 17585 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 657 221940701030 DONALD & LISA BRYAN 17575 ILLINOIS CT LAKEVILLE MN 55044 17575 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 658 221940701040 BRIAN G & SHERYL BRUNNER 17565 ILLINOIS CT LAKEVILLE MN 55044 17565 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 659 221940701050 SHAWN WHELAN 17555 ILLINOIS CT LAKEVILLE MN 55044 17555 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 660 221940701060 AGATHA F FARGUSON 17540 ILLINOIS CT LAKEVILLE MN 55044 17540 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 661 221940701070 JORGE E HERNANDEZ 17550 ILLINOIS CT LAKEVILLE MN 55044 17550 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 662 221940701080 BOBO KAPO TSTE LEUNG 17560 ILLINOIS CT LAKEVILLE MN 55044 17560 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 663 221940701090 STEVEN L & CASSIE C EVERY 17570 ILLINOIS CT LAKEVILLE MN 55044 17570 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 664 221940701100 ERICA B ELLIS 17580 ILLINOIS CT LAKEVILLE MN 55044 17580 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 665 221940701110 BYRAN H & SHEILA MARKER 17590 ILLINOIS CT LAKEVILLE MN 55044 17590 ILLINOIS CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 666 221940701120 GREGORY & SHEILA MARKSTROM 17585 ICELAND TRL LAKEVILLE MN 55044 17585 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 667 221940701130 SCOTT A & MARY B THOMAS 17575 ICELAND TRL LAKEVILLE MN 55044 17575 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 668 221940701140 JAMES L & JUDITH E BATES 17565 ICELAND TRL LAKEVILLE MN 55044 17565 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 669 221940701150 TIMOTHY A & BETH A BROWN 17555 ICELAND CT LAKEVILLE MN 55044 17555 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 670 221940701160 THOMAS K & CAROLYN FEIKER 17545 ICELAND CT LAKEVILLE MN 55044 17545 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 671 221940701170 DONALD G SCHOENBORN 17535 ICELAND CT LAKEVILLE MN 55044 17535 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 672 221940701180 JOHN W & PEGGY L MITTELSTEADT 17525 ICELAND CT LAKEVILLE MN 55044 17525 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 673 221940701190 JOHN B & JEANNE M HARTWIG 17515 ICELAND CRT LAKEVILLE MN 55044 17515 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 674 221940701200 STACY DEREZINSKI 17520 ICELAND CT LAKEVILLE MN 55044 17520 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 675 221940701210 DAVID C & LAURIE TONGEN 17530 ICELAND CT LAKEVILLE MN 55044 17530 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 676 221940701220 GREGORY P & JILL M NONWEILER 17540 ICELAND CT LAKEVILLE MN 55044 17540 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 677 221940701230 JOHN M & MARY ANN KING 17550 ICELAND CT LAKEVILLE MN 55044 17550 ICELAND CT RESIDENTIAL 1 4,341.00$ 4,341.00$ 678 221940701240 JONATHAN J & JULIANN ARJES 17537 ICELAND TRL LAKEVILLE MN 55044 17537 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 679 221940701250 GRANT C WAYLAND 17523 ICELAND TRL LAKEVILLE MN 55044 17523 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 680 221940701260 MARY T IRELAND 17517 ICELAND TRL LAKEVILLE MN 55044 17517 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 681 221940701270 YEN K WOO 20736 GEMINI TRL LAKEVILLE MN 55044 17505 ICELAND TRL RESIDENTIAL 1 4,341.00$ 4,341.00$ 682 226610101060 CAROLE A KERL 17541 IONIA PATH LAKEVILLE MN 55044 17541 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 683 226610101070 WANDA D RODRIGUEZ 4001 PYLES FORD ROAD WILMINGTON DE 19807 17543 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 684 226610101080 KARI M VILINSKIS 17545 IONIA PATH LAKEVILLE MN 55044 17545 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 685 226610101090 LYNN M BISTODEAU 17547 IONIA PATH LAKEVILLE MN 55044 17547 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 686 226610101100 HANNAH ROHDE 7105 CORPORATE DR PLANO TX 75024 17549 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ Page 14
2018 Street Reconstruction Project Date:9/29/201718-02Revised:Single Family Unit Assessment Rate $4,341.00MAP ID PID FEE OWNER FEE OWNER ADDRESS CITY/STATE ZIP CODEPROPERTY NUMBERPROPERTY STREETUSE DESCRIPTIONSF RES. EQUIV. UNITSUNIT ASSESSMENT RATEPROPOSED ASSESSMENTPreliminary Assessment RollCity Name Project:Project No.:Interlachen Blvd, Iris Court, Impatiens Court, 161st St W, Inverness Way, Hyland Ave, Hyland Circle, Huron Path, Huron Circle, Huron Court, Hudson Ave, Hudson Court, 163rd St W, Hutchinson Drive, Lower 167th St W, Imperial Way, Imperial Circle, Imperial Court, Illinois Ave, Indigo Road, Ides Circle, Innsbrook Drive, Idlewood Way, 173rd St W, Inland Loop, Inland Circle, Inland Court, Ionia Path, Idlewood Court, Idlewood Circle, 176th St W, Ionia Court, Illinois Court, Iceland Trail, Iceland Court, Icon Trail, Idalia Path, Iberia Ave, Iberia Circle687 226610101110 ACE M DILLY 17551 IONIA PATH LAKEVILLE MN 55044 17551 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 688 226610101120 CYNTHIA ROSE 17553 IONIA PATH LAKEVILLE MN 55044 17553 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 689 226610101130 SHELDON M BRYANT 17555 IONIA PATH LAKEVILLE MN 55044 17555 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 690 226610101150 MARGARET SEIDEL 9443 176TH ST W LAKEVILLE MN 55044 9443 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 691 226610101160 ANNA HOMUTH 9441 176TH ST W LAKEVILLE MN 55044 9441 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 692 226610101170 JERRY L WICKLUND 29755 DANBURY AVE NORTHFIELD MN 55057 9439 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 693 226610101180 BRIAN LINK 9437 176TH ST W LAKEVILLE MN 55044 9437 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 694 226610101040 MARLENE STREIFF 9377 176TH ST W LAKEVILLE MN 55044 9377 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 695 226610101200 NATALIE N HAWLEY PO BOX 1820 DAYTON OH 45401 9375 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 696 226610101210 IHOR KOMARNYTSKYI 9341 176TH ST W LAKEVILLE MN 55044 9341 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 697 226610101220 JANICE D JOHNSON 9339 176TH ST W LAKEVILLE MN 55044 9339 176TH ST RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 698 226610101230 LONNIE DAVID BARTEN 17575 IONIA PATH LAKEVILLE MN 55044 17575 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 699 226610101250 DOUGLAS & JACQUELINE WRIGHT 17573 IONIA PATH LAKEVILLE MN 55044 17573 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 700 226610101260 DARRYLL D HOTVEDT 17565 IONIA PATH LAKEVILLE MN 55044 17565 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 701 226610101270 JEREMY REISER 17563 IONIA PATH LAKEVILLE MN 55044 17563 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 702 226610101280 CATHLEEN M FAY 17533 IONIA PATH LAKEVILLE MN 55044 17533 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 703 226610101010 DONNA C ANDERSON 17531 IONIA PATH LAKEVILLE MN 55044 17531 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 704 226610101020 MARK A & CRISTY M BLOM 17523 IONIA PATH LAKEVILLE MN 55044 17523 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ 705 226610101030 JOHN M SCHAFFHAUSEN 17521 IONIA PATH LAKEVILLE MN 55044 17521 IONIA PATH RESIDENTIAL-TOWNHOUSE 0.5 4,341.00$ 2,170.50$ Page 15
Feasibility Report
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
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 ....................................................................................................... 6
C. Basis for Recommendations ............................................................................................................. 7
C.1. Design Details ...................................................................................................................... 7
C.1.a. Traffic Loads ........................................................................................................... 7
C.1.b. Anticipated Grade Changes .................................................................................... 7
C.1.c. Precautions Regarding Changed Information ........................................................ 7
C.2. Design and Construction Considerations ............................................................................ 7
C.2.a. Pavement Reclamation/Reuse ............................................................................... 7
C.2.b. Pavement Subgrades and Drainage ....................................................................... 8
C.2.c. Utilities ................................................................................................................... 8
D. Recommendations ........................................................................................................................... 9
D.1. Pavements ........................................................................................................................... 9
D.1.a. Subgrade Preparation and Proofrolls ..................................................................... 9
D.1.b. Backfill and Material Compaction .......................................................................... 9
D.1.c. Design Sections .................................................................................................... 10
D.1.d. Pavement Materials and Compaction .................................................................. 10
D.2. Utilities .............................................................................................................................. 11
D.2.a. Utility Subgrades .................................................................................................. 11
D.2.b. Excavation Side Slopes ......................................................................................... 11
D.2.c. Selection, Placement and Compaction of Backfill ................................................ 11
D.2.d. Excavation Dewatering ......................................................................................... 12
D.2.e. Corrosion Potential .............................................................................................. 12
Table of Contents (continued)
Description Page
D.3. Construction Quality Control ............................................................................................ 12
D.3.a. Excavation Observations ...................................................................................... 12
D.3.b. Materials Testing .................................................................................................. 12
D.3.c. Pavement Subgrade Proofroll .............................................................................. 12
D.3.d. Cold Weather Precautions ................................................................................... 13
E. Procedures...................................................................................................................................... 13
E.1. Standard Penetration Test Borings ................................................................................... 13
E.2. Material Classification and Testing ................................................................................... 13
E.2.a. Visual and Manual Classification .......................................................................... 13
E.2.b. Laboratory Testing ............................................................................................... 13
E.3. Groundwater Measurements ............................................................................................ 13
F. Qualifications .................................................................................................................................. 14
F.1. Variations in Subsurface Conditions .................................................................................. 14
F.1.a. Material Strata ..................................................................................................... 14
F.1.b. Groundwater Levels ............................................................................................. 14
F.2. Continuity of Professional Responsibility .......................................................................... 14
F.2.a. Plan Review .......................................................................................................... 14
F.2.b. Construction Observations and Testing ............................................................... 15
F.3. Use of Report..................................................................................................................... 15
F.4. Standard of Care ................................................................................................................ 15
Appendix
Boring Location Sketch
Log of Boring Sheets (ST-24 through ST-46, ST-84 through ST-104)
Descriptive Terminology
A. Introduction
A.1. Project Description
This Geotechnical Evaluation Report addresses the proposed 2018 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
2018 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.
Traffic data from the Minnesota Department of Transportation (MnDOT) Traffic Forecasting
and Analysis and the State Aid Segment Reports.
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.
A single traffic count was available from MnDOT for the area, which indicated an annual average daily
traffic (AADT) of 385 for 163rd Street west of Hudson Avenue, and 440 east of Hudson Avenue in 2011.
City of Lakeville
Project B14-07786
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 23 standard penetration test borings to 5 feet below the existing street surfaces,
and 21 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 B14-07786
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, silty sand, sandy
lean clay; and mixed glacial till and outwash consisting of poorly graded sand, poorly graded sand with
silt, sandy lean clay, silty sand, silty clay, sandy silt, and silt.
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-24 3½ 6 9½ SP-SM
ST-25 3½ 7 10½ SP-SM
ST-26 3½ 3 7 SP-SM
ST-27 4¾ 9 13¾ SM
ST-28 3¾ 6 9¾ SM, SP-SM
ST-29 3¾ 4 7¾ SM, CL
ST-30 4 10 14 CL
ST-31 4¾ 5 9¾ CL
ST-32 5¾ 6 11¾ ML, SP-SM
ST-33 3½ 4 7½ CL
ST-34 4 6 10½ CL
ST-35 6½ 5 11½ ML, CL
ST-36 5 7 12 SM, CL
ST-37 6 8 14 CL
ST-38 4 7 11 SP-SM
ST-39 5½ 5 10½ SM, SP-SM
ST-40 4 5 9 CL, SP-SM
City of Lakeville
Project B14-07786
August 21, 2017
Page 4
Boring
Pavement Thicknesses (in.)
Subsurface Soil
Classification(s) Bituminous Aggregate Base* Total
ST-41 3½ 4 8 CL
ST-42 4 14 18 SP-SM, CL
ST-43 4 3 7 SM, SP-SM
ST-44 3½ 4 8 SM, SP-SM
ST-45 4¼ 6 10½ SM, SP-SM
ST-46 4 3 7½ SM
Average 4.3 6.1 10.4
*“Aggregate base” was identified in the field during drilling. Laboratory tests were not performed to verify a specific aggregate
base classification.
Average bituminous thickness as measured by the 5-foot borings is 4.3 inches; the aggregate base
averaged 6.1 inches thick. Underlying the bituminous and aggregate base were soils consisting of poorly
graded sand with silt, silty sand, sandy lean clay, and sandy silt to the termination depth.
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-84 5 6½ 11½ SM, CL
ST-85 5 8 13 CL, SM
ST-86 5 8 13 SM
ST-87 -- -- -- SM, CL
ST-88 5 4 9 SP-SM, CL
ST-89 3½ 4½ 8 SP-SM, SM, CL
ST-90 3½ 6½ 10 SM, CL, SP-SM
ST-91 4½ 5 9½ SM, SP-SM
ST-92 6½ 3½ 10 SM, CL
ST-93 5 5 10 SM, CL
ST-94 4 5 9 SP-SM, CL
ST-95 4½ 5 9½ SM, CL
ST-96 5 5 10 SP-SM, SM
ST-97 3½ 6 9½ SP-SM, CL-ML, SM
ST-98 3¾ 6 9¾ SP-SM, SP
ST-99 4¾ 9 13¾ SP-SM
ST-100 3¾ 6 9¾ SP-SM, CL
ST-101 4½ 7 11½ SP-SM, SM
ST-102 3½ 7 10½ SP-SM, CL
ST-103 3 8 11 SM, SP-SM
ST-104 3¾ 8½ 12¼ CL, SP-SM
Average 4.4 6.2 10.5
City of Lakeville
Project B14-07786
August 21, 2017
Page 5
Boring
Pavement Thicknesses (in.)
Subsurface Soil
Classification(s) Bituminous Aggregate Base* Total
*“Aggregate base” was identified in the field during drilling. Laboratory tests were not performed to verify a specific aggregate
base classification.
The table below describes the results of penetration testing performed for the project.
Table 3. Penetration Resistance Data
Geologic Material
Soil
Classification(s)
Represented
Range of Penetration
Resistances
(BPF)* Comments
Fill (granular soils) SP-SM 4 to 19 Variable – mostly poor compaction
Fill (non-granular soils) CL 6 to 10 Limited number of locations
Glacial Outwash (granular) SP-SM, SM 4 to 50/2”
Generally medium dense. Some
blow counts likely influenced by
cobbles or boulders.
Clay and silt seams present.
Glacial Till SM, CL, ML 3 to 34 Soft to very stiff; generally
medium.
*BPF – blows per foot.
B.2.b. Groundwater
Groundwater was observed at two borings (ST-31 and ST-102) to a depth between 4 feet and 6½ feet as
our borings were advanced. In ST-31, the water was associated with a silty sand seam and may have
represented a perched water condition.
Based on the moisture contents of the geologic materials encountered in the remaining borings, it
appears that groundwater was below the depths explored at the time of our field exploration.
Seasonal and annual fluctuations of groundwater should be anticipated.
City of Lakeville
Project B14-07786
August 21, 2017
Page 6
B.3. Laboratory Test Results
The results of our laboratory tests are presented in Table 4.
Table 4. Laboratory Test Results
Boring
Sample Depth
(feet)
Moisture Content
(%)
Percent Passing
#200 Sieve Soil Classification
ST-28 5 4 9 SP-SM
ST-32 5 2 -- SP-SM
ST-40 5 15 47 SM
ST-85 2 1/2 13 -- CL
ST-86 10 12 20 SM
ST-88 7 1/2 15 67 CL
ST-90 7 1/2 18 -- CL
ST-91 2 1/2 12 40 SM
ST-95 7 1/2 15 37 SM
ST-97 5 7 -- SP-SM
ST-98 5 5 24 SM
ST-100 15 14 -- CL
ST-101 7 1/2 9 -- SM
The moisture content of the sandy soils was determined to vary from approximately 2 to 15 percent,
indicating the materials are likely slightly below to above their probable optimum moisture contents for
compaction. Clayey soils had moisture contents in the range of 13 to 18 percent, also indicating values
near to slightly above the optimum moisture contents of these soils.
We also tested for potentially corrosive soils at water main pipe elevations as shown in Table 5.
Table 5. Laboratory Corrosivity Test Results
Location
Sample
Depth
(ft) Classification
Resistivity
(ohm-cm) pH
Redox
Potential
(mV)
Sulfide
(ppm)
Moisture
Condition*
ANSI/
AWWA
Points
ST-84 6-10 Sandy CL 217 8.3 -79 None MOIST 16
ST-87 6-10 Sandy CL 1695 8.3 -88 None MOIST 14
ST-88 5-9 Sandy CL 2500 8.1 -89 None MOIST 8
ST-89 7-10 Sandy CL/SM 952 8.1 -91 None WET 17
ST-90 5-8 SM/Sandy CL 279 8.1 -82 None MOIST 16
ST-92 5-10 Sandy CL 232 7.3 -81 None MOIST 16
*Based on visual-manual observation and laboratory measurements. “Moist” is considered the default soil condition
(representing fair drainage) unless in-situ conditions appear to indicate otherwise.
City of Lakeville
Project B14-07786
August 21, 2017
Page 7
For the majority of 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 2018 Street Reconstruction Project are residential. Traffic counts for the
streets were only available for 163rd Street; for typical residential streets, we assume a maximum of
50,000 Equivalent Single Axle Loads (ESALs) over a 20-year design period.
For 163rd Street, we estimate 20-year ESALs of 65,000 west of Hudson Avenue, and 73,000 for east of
Hudson Avenue.
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.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 8
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, however, will be highly susceptible to strength loss upon exposure to
moisture or traffic. Subgrades that may be difficult to work include in the vicinity of ST-32 (sandy silt) and
ST-35 (silt). Soils meeting the classification of silt (ML) should not be reused as pavement subgrades or
pipe backfill and will require replacement.
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.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 9
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.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 10
Table 6. 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 often 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 7.
Table 7. Recommended Bituminous Pavement Thickness Design, 2018 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
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 7.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 11
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 some wet, clayey or silty soils at utility depths in several
borings, including silt and other highly silty soils. 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.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 12
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 site work. 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.
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.
MnDOT Specification 2211.3.D.2.c for use of the dynamic cone penetrometer (DCP) can 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 Proofroll
We recommend a geotechnical engineer observe proofrolling of the pavement subgrades to determine if
the results of the procedure meet project specifications, or delineate the extent of additional pavement
subgrade preparation work.
City of Lakeville
Project B14-07786
August 21, 2017
Page 13
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.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 14
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.
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.
City of Lakeville
Project B14-07786
August 21, 2017
Page 15
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
20
PAV
SP-
SM
3 1/2 inches of bituminous over 6 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, medium
dense.
(Glacial Outwash)
Clay layer inclusion.
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1086.9
1081.7
0.8
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-24 (2018) 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-24 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1087.7
Depth
feet
0.0
46
52
PAV
SP-
SM
3 1/2 inches of bituminous over 7 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, dense to
very dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1064.3
1059.2
0.9
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-25 (2018) 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-25 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1065.2
Depth
feet
0.0
10
25
PAV
SP-
SM
3 1/2 inches of bituminous over 3 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)
Silt layer inclusion at 5 feet.
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1064.9
1059.5
0.6
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-26 (2018) 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-26 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1065.5
Depth
feet
0.0
18
6
PAV
SM
4 3/4 inches of bituminous over 9 inches of aggregate
base.
SILTY SAND, fine- to medium-grained, with Gravel,
brown, moist to waterbearing, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1039.6
1034.8
1.2
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-27 (2018) 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-27 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1040.8
Depth
feet
0.0
36
16 94
PAV
FILL
SP-
SM
3 3/4 inches of bituminous over 6 inches of aggregate
base.
FILL: Silty Sand, fine- to coarse-grained, with Gravel,
light brown, moist.
POORLY GRADED SAND with SILT, fine- to
coarse-grained, with Gravel, brown, moist, medium
dense to dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1055.9
1054.8
1050.8
0.9
2.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-28 (2018) 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-28 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1056.8
Depth
feet
0.0
19
10
PAV
FILL
CL
3 3/4 inches of bituminous over 4 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
with Lean Clay seams, brown, moist.
SANDY LEAN CLAY, trace Gravel, brown, moist, stiff.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1049.8
1046.5
1044.5
0.7
4.0
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-29 (2018) 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-29 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1050.5
Depth
feet
0.0
12
12
PAV
CL
4 inches of bituminous over 10 inches of aggregate
base.
SANDY LEAN CLAY, trace Gravel, brown and gray,
moist, rather stiff.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1060.0
1055.2
1.2
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-30 (2018) 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-30 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1061.2
Depth
feet
0.0
11
9
An open triangle in the water
level (WL) column indicates
the depth at which
groundwater was observed
while drilling.
PAV
CL
4 3/4 inches of bituminous over 5 inches of aggregate
base.
SANDY LEAN CLAY, trace Gravel, brown to 5 feet
then gray, moist, rather stiff.
(Glacial Till)
Silty Sand seam at 5 feet.
END OF BORING.
Water observed at 4 feet with 5 feet of hollow-stem
auger in the ground.
Water not observed to cave-in depth of 3 feet
immediately after withdrawal of auger.
Boring then backfilled.
1068.2
1063.0
0.8
6.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-31 (2018) 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-31 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1069.0
Depth
feet
0.0
25
54 2
PAV
ML
SP-
SM
5 3/4 inches of bituminous over 6 inches of aggregate
base.
SANDY SILT, brown, moist, medium dense.
(Glacial Till)
POORLY GRADED SAND with SILT, fine- to
medium-grained, trace Gravel, brown, moist, very
dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1064.4
1061.4
1059.4
1.0
4.0
6.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-32 (2018) 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-32 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1065.4
Depth
feet
0.0
6
6
PAV
FILL
CL
3 1/2 inches of bituminous over 4 inches of aggregate
base.
FILL: Sandy Lean Clay, with Poorly Graded Sand with
Silt seams, brown, moist.
SANDY LEAN CLAY, dark brown, moist, medium.
(Glacial Till)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1062.0
1058.6
1056.6
0.6
4.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-33 (2018) 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-33 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1062.6
Depth
feet
0.0
7
6
PAV
CL
4 inches of bituminous over 6 1/2 inches of aggregate
base.
SANDY LEAN CLAY, trace Gravel, brown, moist,
medium.
(Glacial Till)
END OF BORING.
Water not observed at 5 feet while drilling.
Boring then backfilled.
1080.5
1075.4
0.9
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-34 (2018) 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-34 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1081.4
Depth
feet
0.0
8
5
PAV
ML
CL
6 1/2 inches of bituminous over 5 inches of aggregate
base.
SILT with SAND, reddish brown, moist, loose.
(Glacial Till)
SANDY LEAN CLAY, light brown, moist, rather soft.
(Glacial Till)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1074.7
1071.7
1069.7
1.0
4.0
6.0
1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-35 (2018) 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-35 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1075.7
Depth
feet
0.0
9
8
PAV
FILL
CL
5 inches of bituminous over 7 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, brown,
moist.
SANDY LEAN CLAY, brown, moist, medium.
(Glacial Till)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1053.7
1050.7
1048.7
1.0
4.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-36 (2018) 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-36 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1054.7
Depth
feet
0.0
10
14
PAV
CL
6 inches of bituminous over 8 inches of Aggregate
base.
SANDY LEAN CLAY, trace Gravel, brown, moist,
rather stiff to stiff.
(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.
1052.1
1047.3
1.2
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-37 (2018) 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-37 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1053.3
Depth
feet
0.0
7
8
PAV
SP-
SM
4 inches of bituminous over 7 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown and dark brown,
moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
994.7
989.6
0.9
6.0
1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-38 (2018) 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-38 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
995.6
Depth
feet
0.0
15
10
PAV
FILL
SP-
SM
5 1/2 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
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 5 feet while drilling.
Boring then backfilled.
970.3
969.1
965.1
0.8
2.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-39 (2018) 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-39 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
971.1
Depth
feet
0.0
12
12 47 *P200 test results
reflects noted CL
inclusions
15
PAV
FILL
CL
SP-
SM
4 inches of bituminous over 5 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SANDY LEAN CLAY, dark brown, moist, rather stiff.
(Glacial Till)
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Clay inclusions, brown, moist,
medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1019.8
1017.6
1016.6
1014.6
0.8
3.0
4.0
6.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-40 (2018) 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-40 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1020.6
Depth
feet
0.0
6
9
PAV
CL
3 1/2 inches of bituminous over 4 1/2 inches of
aggregate base.
SANDY LEAN CLAY, dark gray, moist, rather stiff to
medium.
(Glacial Till)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1014.2
1008.9
0.7
6.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-41 (2018) 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-41 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1014.9
Depth
feet
0.0
6
6
PAV
FILL
CL
4 inches of bituminous over 14 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SANDY LEAN CLAY, brown, moist, medium.
(Glacial Till)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1023.0
1020.5
1018.5
1.5
4.0
6.0
1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-42 (2018) 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-42 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1024.5
Depth
feet
0.0
21
11
PAV
FILL
SP-
SM
4 inches of bituminous over 3 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, trace Gravel, brown, moist, medium
dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1076.3
1072.9
1070.9
0.6
4.0
6.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-43 (2018) 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-43 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1076.9
Depth
feet
0.0
7
9
PAV
FILL
FILL
SM
3 1/2 inches of bituminous over 4 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SILTY SAND, fine- to medium-grained, brown, wet,
loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1069.6
1068.3
1067.3
1064.3
0.7
2.0
3.0
6.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-44 (2018) 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-44 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1070.3
Depth
feet
0.0
27
10
PAV
FILL
SP-
SM
4 1/4 inches of bituminous over 6 1/4 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, trace
Gravel, brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 3 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1079.6
1076.5
1074.5
0.9
4.0
6.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-45 (2018) 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-45 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1080.5
Depth
feet
0.0
13
13
PAV
FILL
SM
4 inches of bituminous over 3 1/2 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 5 feet while drilling.
Water not observed to cave-in depth of 4 feet
immediately after withdrawal of auger.
Boring then backfilled.
1078.0
1074.7
1072.7
0.7
4.0
6.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-46 (2018) 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-46 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1078.7
Depth
feet
0.0
6
5
7
11
PAV
SM
CL
5 inches of bituminous over 6 1/2 inches of Aggregate
Base.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist.
(Glacial Outwash)
SANDY LEAN CLAY, fine- to medium-grained, trace
Gravel, brown, moist.
(Glacial Till)
Sample from cuttings at 6 feet.
Gravel encountered at 8 feet.
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1019.6
1016.6
1009.6
1.0
4.0
11.0
1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-84 (2018) 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-84 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1020.6
Depth
feet
0.0
5
4
3
1/18"
13
PAV
CL
SM
5 inches of bituminous over 8 inches of aggregate
base.
SANDY LEAN CLAY, trace Gravel, brown, moist,
rather soft.
(Glacial Till)
SILTY SAND, fine- to medium-grained, light brown,
moist, very loose to very dense.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1056.3
1051.4
1046.4
1.1
6.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-85 (2018) 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-85 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1057.4
Depth
feet
0.0
22
18
26
8 2012
PAV
SM
3 1/2 inches of bituminous over 4 1/2 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1044.7
1034.4
0.7
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-86 (2018) 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-86 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1045.4
Depth
feet
0.0
8
8
10
11
PAV
FILL
CL
XX inches of bituminous over XX inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
SANDY LEAN CLAY, with Silty Sand seams, brown,
moist, rather stiff to medium.
(Glacial Till)
Gray seams encountered at 10 feet.
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1077.7
1076.7
1067.7
1.0
2.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-87 (2018) 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-87 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1078.7
Depth
feet
0.0
8
10
14
16
6715
PAV
FILL
CL
5 inches of bituminous over 4 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
SANDY LEAN CLAY, trace Gravel, brown, moist, stiff
to rather stiff.
(Glacial Till)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 8 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1058.4
1056.2
1048.2
0.8
3.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-88 (2018) 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-88 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1059.2
Depth
feet
0.0
10
6
7
7
PAV
FILL
SM
CL
SM
5 inches of bituminous over 8 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
SILTY SAND, fine- to medium-grained, with Clay
seams, brown, moist, loose.
(Glacial Outwash)
SANDY LEAN CLAY, brown, wet, medium.
(Glacial Till)
SILTY SAND, fine- to medium-grained, with Clay
seams, brown, moist to wet, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1072.4
1071.5
1066.5
1064.5
1062.5
1.1
2.0
7.0
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-89 (2018) 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-89 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1073.5
Depth
feet
0.0
6
12
10
8
18
PAV
SM
CL
SP-
SM
3 1/2 inches of bituminous over 6 1/2 inches of
aggregate base.
SILTY SAND, fine- to medium-grained, brown, moist,
loose to medium dense.
(Glacial Outwash)
Gray Clay seams encountered at 5 feet.
SANDY LEAN CLAY, brown, moist, rather stiff.
(Glacial Till)
POORLY GRADED SAND with SILT, fine-grained,
brown, moist, loose.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1014.8
1008.6
1006.6
1004.6
0.8
7.0
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-90 (2018) 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-90 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1015.6
Depth
feet
0.0
15
10
18
20
40 *P200 test result
reflects noted CL
inclusions
12
PAV
FILL
FILL
SP-
SM
4 1/2 inches of bituminous over 5 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, with Clay inclusions, trace Gravel,
brown, moist, medium dense.
POORLY GRADED SAND with SILT, fine- to
medium-grained, brown, moist, loose to medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
991.0
989.8
987.8
980.8
0.8
2.0
4.0
11.0
1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-91 (2018) 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-91 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
991.8
Depth
feet
0.0
8
7
8
15
PAV
FILL
CL
6 1/2 inches of bituminous over 3 1/2 inches of
aggregate base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
gray, moist.
SANDY LEAN CLAY, dark brown and dark gray, moist,
medium to stiff.
(Glacial Till)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1046.7
1045.6
1036.6
0.9
2.0
11.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-92 (2018) 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-92 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1047.6
Depth
feet
0.0
6
4
7
11
PAV
FILL
CL
5 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, dark brown,
moist.
SANDY LEAN CLAY, dark gray, moist, rather soft to
rather stiff.
(Glacial Till)
Sample from cuttings.
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1026.6
1023.5
1016.5
0.9
4.0
11.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-93 (2018) 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-93 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1027.5
Depth
feet
0.0
10
8
9
7
PAV
FILL
FILL
CL
4 inches of bituminous over 5 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
FILL: Sandy Lean Clay, brown, moist.
SANDY LEAN CLAY, brown, moist to wet, medium to
rather stiff.
(Glacial Till)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1056.7
1055.8
1053.5
1046.5
0.8
1.7
4.0
11.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-94 (2018) 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-94 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1057.5
Depth
feet
0.0
10
9
7
8
3715
PAV
FILL
FILL
CL
SM
CL
4 1/2 inches of bituminous over 5 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, brown,
moist.
FILL: Sandy Lean Clay, trace Gravel, brown, moist.
SANDY LEAN CLAY, trace Gravel, brown, moist,
rather stiff.
(Glacial Till)
SILTY SAND, fine- to medium-grained, reddish brown,
wet, loose.
(Glacial Till)
SANDY LEAN CLAY, reddish brown, wet. medium.
(Glacial Till)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 8 feet
immediately after withdrawal of auger.
Boring then backfilled.
1068.7
1067.8
1065.5
1062.5
1061.5
1058.5
0.8
1.7
4.0
7.0
8.0
11.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-95 (2018) 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-95 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1069.5
Depth
feet
0.0
9
7
15
10
PAV
FILL
SM
5 inches of bituminous over 5 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, brown, moist.
SILTY SAND, fine- to medium-grained, trace Gravel,
brown, moist, loose to medium dense.
(Glacial Till)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 7 1/2 feet
immediately after withdrawal of auger.
Boring then backfilled.
1079.1
1078.0
1069.0
0.9
2.0
11.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-96 (2018) 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-96 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1080.0
Depth
feet
0.0
28
14
55
20
7
PAV
SP-
SM
CL-
ML
SM
3 1/2 inches of bituminous over 6 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist to 5 feet
then wet, medium dense to very dense.
(Glacial Outwash)
SILTY CLAY, light brown, wet.
(Glacial Till)
SILTY SAND, fine- to medium-grained, with Gravel,
brown, waterbearing, medium dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 7 feet
immediately after withdrawal of auger.
Boring then backfilled.
1041.3
1033.1
1032.1
1031.1
0.8
9.0
10.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-97 (2018) 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-97 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1042.1
Depth
feet
0.0
28
20
37
22
524
PAV
FILL
SP-
SM
SP
3 3/4 inches of bituminous over 6 inches of aggregate
base.
FILL: Silty Sand, fine- to medium-grained, with Gravel,
brown, moist.
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown, moist, dense.
(Glacial Outwash)
POORLY GRADED SAND, fine- to coarse-grained,
brown, moist, medium dense.
(Glacial Outwash)
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.
1061.2
1055.0
1053.0
1051.0
0.8
7.0
9.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-98 (2018) 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-98 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
P200
%
MC
%Symbol
Elev.
feet
1062.0
Depth
feet
0.0
14
14
10
10
PAV
SP-
SM
4 3/4 inches of bituminous over 9 inches of aggregate
base.
POORLY GRADED SAND with SILT, trace Gravel,
Clay seam, brown to light brown, moist, medium dense
to loose.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1049.8
1040.0
1.2
11.0
12/10/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-99 (2018) 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-99 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1051.0
Depth
feet
0.0
4
18
7*
3
3
7
*No sample recovery.
14
PAV
SP-
SM
CL
3 3/4 inches of bituminous over 6 inches of aggregate
base.
POORLY GRADED SAND with SILT, fine- to
coarse-grained, with Gravel, brown, moist, very loose
to medium dense.
(Glacial Outwash)
SANDY LEAN CLAY, trace Gravel, brown and reddish
brown, wet to moist, soft to medium.
(Glacial Till)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 9 feet
immediately after withdrawal of auger.
Boring then backfilled.
1033.8
1025.6
1018.6
0.8
9.0
16.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-100 (2018) 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-100 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:42Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1034.6
Depth
feet
0.0
4
20
34
24
9
PAV
FILL
SM
4 1/2 inches of bituminous over 7 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
coarse-grained, with Gravel, brown, wet.
SILTY SAND, fine- to medium-grained, trace Gravel,
reddish brown, moist, medium dense to dense.
(Glacial Till)
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.
1087.1
1084.1
1077.1
1.0
4.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-101 (2018) 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-101 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
MC
%Symbol
Elev.
feet
1088.1
Depth
feet
0.0
10
6
16
4**No sample recovery.
PAV
FILL
CL
3 1/2 inches of bituminous over 7 inches of aggregate
base.
FILL: Poorly Graded Sand with Silt, fine- to
medium-grained, with Gravel, brown, moist.
SANDY LEAN CLAY, trace Gravel, brown and gray,
wet to waterbearing, rather soft to stiff.
(Glacial Till)
END OF BORING.
Water observed at 6 1/2 feet with 10 feet of
hollow-stem auger in the ground.
Water not observed to cave-in depth of 7 feet
immediately after withdrawal of auger.
Boring then backfilled.
1054.3
1051.1
1044.1
0.8
4.0
11.0
11/6/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-102 (2018) 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-102 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1055.1
Depth
feet
0.0
50/2"
10
57
19
PAV
SM
SP-
SM
3 inches of bituminous over 8 inches of aggregate
base.
SILTY SAND, fine- to coarse-grained, with Gravel,
brown and gray, moist, loose to very dense.
(Glacial Outwash)
Clay seams at 5 feet.
POORLY GRADED SAND with SILT, fine- to
coarse-grained, with Gravel, brown, moist, medium
dense to very dense.
(Glacial Outwash)
END OF BORING.
Water not observed while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1059.9
1053.8
1049.8
0.9
7.0
11.0
11/4/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-103 (2018) 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-103 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1060.8
Depth
feet
0.0
16
15
21
36
PAV
CL
SP-
SM
3 3/4 inches of bituminous over 8 1/2 inches of
aggregate base.
SANDY LEAN CLAY, trace Gravel, gray and dark gray,
moist, stiff.
(Glacial Till)
POORLY GRADED SAND with SILT, fine- to
medium-grained, with Gravel, brown to brown and red,
moist, medium dense to dense.
(Glacial Outwash)
END OF BORING.
Water not observed at 10 feet while drilling.
Water not observed to cave-in depth of 6 feet
immediately after withdrawal of auger.
Boring then backfilled.
1064.4
1058.4
1054.4
1.0
7.0
11.0
11/5/14 1" = 4'DATE:SCALE:DRILLER:
Tests or NotesWL
ST-104 (2018) 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-104 (2018)
METHOD:
BORING:
BPF
Braun Intertec CorporationB14-07786LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2014\07786.GPJ BRAUN_V8_CURRENT.GDT 8/21/17 15:43Braun Project B14-07786
GEOTECHNICAL EVALUATION
Lakeville 2018 Street Reconstruction
Various Streets
Lakeville, Minnesota
Symbol
Elev.
feet
1065.4
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
2018 Street Reconstruction Project
City of Lakeville Project No. 18-02
WSB Project No. R-010399-000
APPENDIX E
Neighborhood Meeting Comments
Item # Resident Name Resident Address Phone Date ReceivedComment1 Kip Paterson 16116 Inverness Way 651-202-6083 6/22/2017"We have drainage and ice dam issues in front of or between our house and 16118 Inverness Way. Ice build up is largest by mailbox and people have fallen."2 Justin Gusaas 16118 Inverness Way 612-360-0884 6/22/2017"There is a drainage issue between my residence and 16116 Inverness Way. Water continuously drains into the street by the mailbox. In the winter months, a large ice dam forms in front of the mailbox and neighbors driveway on the street.3 Jay Edwards 16644 Imperial Way 612-751-4172 6/22/2017"I have a neighbor that needs drain tile like I have. Their sum dumps water into the street."4 Glen Hendrickson 16398 Hyland Ave 952-484-2955 6/22/2017 "End of driveway by curb needs evaluating for drain tile on each side of the driveway."5 Jan Lowen 16655 Illinois Ave 952-891-2103 6/22/2017 "Silver Maple blvd tree near utilities/boxes - would love to have removed."6 Jerry Carrier 17370 Ionia Path 982-892-3603 6/22/2017"The 40% resurfacing of Ionia Path should be split between special assessment and general funds because our road damage was principally caused by the City's snow plow blade, which was set too low and damaged the road. In addition the City closed Ipava and sent trash and other traffic down our road which wasn't designed for that type of traffic."7 Carrie & David Mortensen 16168 Huron Court 612-599-5792 6/22/2017"Houses on top of Huron Path have large ice dams each year. Huron Path, Court & Circle have water that bubbles up from below the pavement from the water table. We have a low spot in front of the driveway where water (and ice) collect. We'd like the grade corrected."8 Carrie Renner 16125 Huron Path 952-953-6492 6/22/2017"There are water issues (bubbling up and seeping water) at a house near the top of Huron Path. The water runs down the gutter of Huron Path and down the sewer drain of Huron Path and the cul-de-sac. Remove my boulevard trees only if necessary for utility preservations or other needs."9 Dan Bates 16111 Huron Path 612-703-8982 6/22/2017"Standing water in curb/gutter in front of house on 16101 Huron Path. This address is located in the cul-de-sac. The water is in front of the mailbox."10 Stephen Rezmer 17381 Inland Loop 952-898-5834 6/22/2017"Constant ice on road in the winter at the interseciton of Inland Loop and 173rd. Can I have my driveway entrance reshaped to avoid my car bottoming, coming and going out of my driveway?"11 Mary Simonson 16599 Imperial Ct 612-579-6005 6/22/2017"The size of the garbage and delivery trucks are bigger and more frequent, how can the City limit the extra & faster wear on new streets? Is the new street going to be made stronger?"12 Don Hero 16649 Imperial Way 952-431-3632 6/22/2017 "Need drain tile. None installed in 1988."13 Linda Gloor 16638 Imperial Way 952-303-9012 6/22/2017"Currently, there is drain tile in front of our house & runs on either side of our neighbors, it was installed back in the early 90's. Neighbors sumps are connected to it. Our sump connects to storm sewer between our lot & neighbors behind our back yard. We still get ice build-up in the winter with water flowing under. Suspect drain tile is plugged. Entire street should have drain tile. Our sump pump runs all winter and summer."Comment Cards/LettersJune 22, 2017 Neighborhood Meeting