HomeMy WebLinkAboutItem 08Date: 10 October, 2012 Item No.
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC HEARING FOR
THE 2013 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 2013 Street Reconstruction Project.
These street improvements constitute City Improvement Project 13 -02.
Overview
On August 20, 2012, the City Council authorized WSB & Associates, Inc. to prepare a feasibility
report for the 2013 Street Reconstruction Project. That feasibility report has been completed.
Based on information in the feasibility report, the estimated cost for the 2013 Street
Reconstruction Project is $8,508,000. Funding for the 2013 Street Reconstruction Project,
based on the City's Street Assessment Policy, is recommended as follows: $2,650,450 City
Utility Funds, $3,245,950 City issuance of debt which is repaid with property tax levies and
$2,611,600 through special assessments to benefitting property owners.
Primary Issues to Consider (see attached)
• Citizen Comments
• Water Main Replacement
• Financing the City Share of costs
Supporting Information
The Project Location Maps, Feasibility Report, and Legal Notice for Public Hearing are
attached.
Christo etree
Public • rks Director
Financial Impact: $8,508,000 Budgeted: Yes Source: See Project Financing section
Related Documents (CIP, ERP, etc.):
Notes:
PRIMARY ISSUES TO CONSIDER
• Citizen Comments: At the neighborhood meetings on August 1s and August 8
there was no significant opposition to project. Concerns regarding the project
pertained to drainage and the water main replacement within Clay's Acres.
• Water Main Replacement: The initial 2013 -2017 Capital Improvement Plan assumed
water main replacement costing approximately $1,032,210. However, in recent years
there have been and a number of watermain breaks along 167 Street between
Gladiola and Gerdine which necessitate the replacement of watermain on that
segment of the system. In addition the soils conditions and other factors have
resulted in design elements that have increased the watermain replacement costs in
the Clays Acres subdivision. As a result the watermain replacement costs are
estimated to be $2.522million.
• Project financing.
o The City share of cost for street and storm sewer improvements will be
financed with the issuance of G.O. Improvement Bonds. The City share of debt
will be repaid with tax levies over a 10 year period commencing with taxes
payable 2014.
o Water main replacement, $2.522 million, is financed from the Water Operating
Fund. The preliminary 2013 budget provided $1.032 million for watermain
replacement. The Water Operating Fund will be in position to restore working
capital as the long range plan anticipates water capital improvement costs to
range from $157,000 to $278,000 in the ensuring four year period from 2014 to
2017.
o Sanitary sewer replacement is estimated to be $128,300 which is financed from
the Sanitary Sewer Operating Fund. Since the improvements are related to
inflow and infiltration mitigation (1 /1), the City will seek MCES grants. The net
project cost after MCES grants is anticipated to be within appropriations
provided in the preliminary 2013 Sanitary Sewer Operating budget.
WHEREAS, on October 15, 2012, the City Council received the feasibility report for the
proposed improvements of portions of Donnay's College Park, Donnay's Valley Park, Donnay's
Valley Park 2n Addition, Donnay's Valley Park 6th Addition, Southbluff, Clay's Acres, Dodd
Terrace and The Meadows, City Improvement Project 13 -02.
ATTEST:
Charlene Friedges, City Clerk
CITY OF LAKEVILLE
RESOLUTION NO:
RESOLUTION APPROVING FEASIBILITY REPORT AND CALLING PUBLIC
HEARING FOR THE 2013 STREET RECONSTRUCTION PROJECT
NOW, THEREFORE, BE IT RESOLVED, by the Lakeville City Council:
1. The Feasibility Report for Project 13 -02 is hereby approved.
2. A public hearing is hereby called for November 19, 2012 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.
APPROVED AND ADOPTED this 15 th day of October, 2012.
CITY OF LAKEVILLE
Mark Bellows, Mayor
3
CITY OF LAKEVILLE, DAKOTA COUNTY, MINNESOTA
TO WHOM IT MAY CONCERN:
NOTICE OF HEARING ON IMPROVEMENT
NOTICE IS HEREBY GIVEN that the City Council of Lakeville will meet at 7:00
p.m. on Monday, November 19, 2012, at the City Council Chambers, 20195 Holyoke
Avenue, Lakeville, Minnesota, to consider the 2013 Street Reconstruction Project within
portions of Donnay's College Park, Donnay's Valley Park, Donnay's Valley Park 2nd
Addition, Donnay's Valley Park 6th Addition, Southbluff, Clay's Acres, Dodd Terrace and
The Meadows; City Improvement Project 13 -02, pursuant to Minn. Stat. 429.011 to
429.111.
The area proposed to be assessed for the improvements is as follows:
The project will include property in that part of Section 3 Township 114 Range 20
and that part of Section 30 Township 114 Range 20, lying east of Interstate 35 within the
City of Lakeville, Dakota County, Minnesota, and also being in subdivisions: Donnay's
College Park, Donnay's Valley Park, Donnay's Valley Park 2 Addition, Donnay's Valley
Park 6th Addition, Southbluff, Clays' Acres, Dodd Terrace and The Meadows.
The estimated cost of the improvement is $8,508,000. Such persons as desire to
be heard with reference to the proposed improvement will be heard at this meeting.
DATED this 15 t '' day of October 2012.
CITY OF LAKEVILLE
BY:
Charlene Friedges, City Clerk
4
2013 Street Reconstruction Project
Clay's Acres and 204th Street
Figure 2
Lakeville, MN
2013 Street Reconstruction Project
N A
_ A WSe
0 350 700
` Feet
City of Lakeville
20195 Holyoke Avenue • Lakeville, MN 55044
t
FEASIBILITY
Report
October 15, 2012
2013 Street Reconstruction
Project
Lakeville,
Dakota County, Minnesota
City Project No. 13 -02
WSB Project Number: 02109 -02
WSB
&Associates• h,c
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
Tel: (763) 541 -4800 • Fax: (763) 541 -1700
wsbeng.com
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13-02
WSB Project No. 2109 -021
FEASIBILITY REPORT
2013 STREET RECONSTRUCTION PROJECT
CITY PROJECT NO. 13 -02
FOR THE
CITY OF LAKEVILLE, MINNESOTA
October 15, 2012
Prepared By:
WSB & Associates, Inc.
701 Xenia Avenue South, Suite 300
Minneapolis, MN 55416
763 -541 -4800
763 - 541 -1700 (Fax)
WS B
s Engineering • Planning • Environmental • Construction 701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 - 541 -4800
Fax: 763 - 541 -1700
October 15, 2012
Honorable Mayor and City Council
City of Lakeville
20195 Holyoke Avenue
Lakeville, MN 55044
Re: Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13 -02
WSB Project No. 2109 -021
Honorable Mayor and City Council:
Transmitted herewith for your review is a feasibility report which addresses improvements
associated with the 2013 Street Reconstruction Project. This feasibility report describes the
necessary improvements and associated costs for this street reconstruction project.
We are available at your convenience to discuss this report. Please do not hesitate to contact me
at 763 - 287 -7187 if you have any questions regarding this report.
Sincerely,
WSB & Associates, Inc.
Monica Heil, PE
Project Manager
Enclosure
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13 -02
WSB Project No. 2109 -021
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly
Licensed Professional Engineer under the laws of the State of
Minnesota.
blow
Quality Control Review Completed By:
Monica Heil, PE
Date: October 15, 2012 Lic. No. 47497
4,74 4145_
Tom Kellogg, PE
Date: October 15, 2012 Lic. No. 26917
1. EXECUTIVE SUMMARY 2
2. STREET AND UTILITY IMPROVEMENT PROJECT 4
TITLE SHEET
LETTER OF TRANSMITTAL
CERTIFICATION SHEET
TABLE OF CONTENTS
2.1 Introduction 4
2.1.1 Authorization 4
2.1.2 Scope 4
2.1.3 Data Available 4
2.2 General Background 5
2.2.1 Project Location 5
2.3 Existing Conditions 6
2.3.1 Surface 6
2.3.2 Storm Sewer 9
2.3.3 Water Main 10
2.3.4 Sanitary Sewer 10
2.3.5 Wetlands 11
2.4 Proposed Improvements 11
2.4.1 Surface 11
2.4.2 Storm Sewer 13
2.4.3 Water Improvements 14
2.4.4 Sanitary Sewer Improvements 14
2.4.5 Street Sign Replacement 15
2.4.6 Mailbox Replacement 15
2.4.7 Permits /Approvals 15
2.4.8 Construction Access /Staging 15
2.4.9 Public Involvement 16
3. FINANCING 17
3.1 Opinion of Cost 17
3.2 Funding 17
4. PROJECT SCHEDULE 19
5. FEASIBILITY AND RECOMMENDATION 20
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13 -02
WSB Project No. 2109 -021
TABLE OF CONTENTS
Appendix A
Figure 1:
Figure 2:
Figure 3:
Figure 4:
Figure 5:
Figure 6:
Figure 7:
TABLE OF CONTENTS (continued)
Location Map - Valley Park
Location Map - Clay's Acres and 204 Street
Typical Section — Residential Streets: Valley Park
Typical Section — Residential Streets: Clay's Acres and 204 Street
Typical Section — 167 Street
Valley Park Water System Improvements Map
Clay's Acres Water System Improvements Map
Appendix B
2013 Street Reconstruction Project Opinion of Probable Cost
Appendix C
Assessment Map ID — 204 Street
Assessment Map ID — Clay's Acres
Assessment Map ID — Valley Park
Assessment Roll
Appendix D
2012 Geotechnical Report — Log of Test Borings
Appendix E
Valley Park Neighborhood Informational Meeting Minutes — August 1, 2012
Valley Park Public Comment Summary
Clay's Acres /204 St. Neighborhood Informational Meeting Minutes — August 8, 2012
Clay's Acres /204 St. Public Comment Summary
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13 -02
WSB Project No. 2109 -021
1. EXECUTIVE SUMMARY
The 2013 Street Reconstruction Project includes surface and utility improvements to the
following roadways totaling approximately 30,800 feet (5.83 miles):
Valley Park
• 162 Street (Cedar Avenue South to Gladiola Avenue West)
• Gannon Avenue West (Gladiola Avenue West to Gerdine Path West)
• Glengary Court West (cul -de -sac located on the south side of 162 Street West)
• Gannon Avenue West cul -de -sac (cul -de -sac located on the north side of Gannon Avenue
West)
• Gannon Avenue West cul -de -sac (cul -de -sac located on the west side of Gannon Avenue
West south of Upper 162nd Street)
■ Gannon Avenue West (cul -de -sac located on the west side of Gannon Avenue West north
of Upper 164th Street)
• Gladiola Avenue West (162n Street West to Upper 164 Street West)
• Germane Court West (cul -de -sac located on the east side of Gladiola Avenue West)
• Gladiola Avenue West (cul -de -sac located on the west side of Gladiola Avenue West
with northwest terminus)
• Gladiola Avenue West (cul -de -sac located on the west side of Gladiola Avenue West
with southwest terminus)
• Upper 164 Street (Cedar Avenue South /CSAH 23 to Gannon Avenue West)
• Upper 164 Street West (Gannon Avenue West to Gerdine Path West)
• Glengary Court West (cul -de -sac located on the north side of Upper 164 Street West)
• Genesee Court West (cul -de -sac located on the north side of Upper 164 Street West)
• Genesee Avenue West (Upper 164 Street West to Gerdine Path West)
• 165 Street West (westerly cul -de -sac terminus to Gannon Avenue West)
• Gladiola Avenue West (165 Street West to 167 Street West)
• 167 Street West (Cedar Avenue South /CSAH 23 to Gerdine Path West)
■ Upper 167 Court West (cul -de -sac located on the east side of Cedar Avenue
South /CSAH 23)
• Upper 162 Street West (Gannon Avenue West to Garner Avenue West)
• Garner Avenue West (Upper 162 Street to 164 Street)
• 164 Street (Garner Avenue to Gerdine Path West)
■ Gauntlet Court West (cul -de -sac located on the north side of Upper 16nd Street West)
• Garner Avenue West (cul -de -sac located on the west side of Garner Avenue West)
• 163 Street West (Garner Avenue West to Galena Avenue West)
■ 163 Street West (cul -de -sac located on the south side of 163 Street West)
• Galena Avenue (163 Street West to 164 Street West)
• Upper 163 Street West (Garner Avenue West to Galena Avenue West)
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 2
Clay's Acres
• 208 Street West (Jacquard Avenue, including the intersection, to the easterly Clay's
Acres plat limits along 208 Street)
• Isle Avenue (cul -de -sac located on north side of 208 Street West)
• Ixonia Avenue (208 Street West to 210 Street West)
• Iteri Avenue (208 Street West to 210 Street West)
• Italy Avenue (208 Street West to 210 Street West)
• Isle Avenue (208 Street West to 210 Street West)
• Iran Avenue (208 h Street West to 210 Street West)
204 Street West
• 204 Street West (205 Street West to 205 Street West)
The deteriorated condition of the existing roadway surfaces and the drainage issues experienced
along these streets make the proposed improvements necessary. Additionally, there have been
19 recorded water main breaks within the Clay's Acres neighborhood since 1995 (when the City
began recording water main breaks). 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. The proposed
utility improvements also include the installation of additional storm sewer facilities the repair of
structurally deficient sanitary and storm sewer manholes.
Reclamation of the existing bituminous pavement and roadway reconstruction is recommended
for all streets within the project area. Within the Clay's Acres area of the project, additional soil
correction work will be required to address sub -grade issues identified with the preliminary soil
borings collected for the project. Streets to receive additional soil correction work include:
• 208 Street
• Ixonia Avenue
• Iteri Avenue
• Italy Avenue
• Isle Avenue
• Iran Avenue
All existing concrete curb and gutter and structurally deficient concrete sidewalk will be replaced
within the project limits Within Clay's Acres, where only bituminous curb currently exists, it is
proposed to install new concrete curb and gutter as a part of the street improvements.
The total estimated project cost for the 2013 Street Reconstruction Project is $8,508,000 which
includes a 10% contingency and 24% indirect costs for legal, engineering, administrative, and
financing costs. The project is proposed to be funded througjh special assessments to benefitting
property owners and City funds.
The project is proposed to be substantially completed in 2013, including restoration items. The
project is feasible, necessary, and cost - effective from an engineering standpoint and should be
constructed as proposed herein.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 3
2. STREET AND UTILITY IMPROVEMENT PROJECT
2.1 Introduction
2.1.1 Authorization
On August 20, 2012, the Lakeville City Council authorized the preparation of an
engineering feasibility report for the 2013 Street Reconstruction Project, City Project No.
13 -02. This project is included in the City's Capital Improvement Plan.
2.1.2 Scope
The 2013 Street Reconstruction Project includes surface and drainage improvements for
failing streets identified by the City's Pavement Management Program. Utility
infrastructure repairs and replacements are also proposed to be completed in conjunction
with the surface improvements.
2.1.3 Data Available
Information and materials used in the preparation of this report include the following:
• City of Lakeville Record Plans
• Dakota County Topography Maps
• Utility Record Drawings
• Lakeville Water Resources Management Plan, Barr Engineering, dated June 2008
• Field Observations of the Area and Discussions with City Staff
• Televising Reports for the Sanitary Sewer System (Completed by the City of
Lakeville)
• Water Main Leak Survey (Completed by the City of Lakeville)
• City of Lakeville Water Main Repair Records
• Geotechnical Evaluation Report, Braun Intertec, dated October, 2012
• City of Lakeville Street Reconstruction Assessment Policy
• FEMA Floodplain Maps, dated 2012
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 4
2.2 General Background
2.2.1 Project Location
The streets proposed for improvements include:
Valley Park
• 162 Street (Cedar Avenue South to Gladiola Avenue West)
• Gannon Avenue West (Gladiola Avenue West to Gerdine Path West)
• Glengary Court West (cul -de -sac located on the south side of 162 Street West)
• Gannon Avenue West cul -de -sac (cul -de -sac located on the north side of Gannon Avenue
West)
• Gannon Avenue West cul -de -sac (cul -de -sac located on the west side of Gannon Avenue
West south of Upper 162nd Street)
• Gannon Avenue West (cul -de -sac located on the west side of Gannon Avenue West north
of Upper 164th Street)
• Gladiola Avenue West (162 Street West to Upper 164 Street West)
• Germane Court West (cul -de -sac located on the east side of Gladiola Avenue West)
■ Gladiola Avenue West (cul -de -sac located on the west side of Gladiola Avenue West
with northwest terminus)
• Gladiola Avenue West (cul -de -sac located on the west side of Gladiola Avenue West
with southwest terminus)
• Upper 164 Street (Cedar Avenue South /CSAH 23 to Gannon Avenue West)
• Upper 164 Street West (Gannon Avenue West to Gerdine Path West)
• Glengary Court West (cul -de -sac located on the north side of Upper 164 Street West)
• Genesee Court West (cul -de -sac located on the north side of Upper 164 Street West)
• Genesee Avenue West (Upper 164 Street West to Gerdine Path West)
• 165 Street West (westerly cul -de -sac terminus to Gannon Avenue West)
• Gladiola Avenue West (165 Street West to 167 Street West)
■ 167 Street West (Cedar Avenue South /CSAH 23 to Gerdine Path West)
• Upper 167 Court West (cul -de -sac located on the east side of Cedar Avenue
South /CSAH 23)
• Upper 162 Street West (Gannon Avenue West to Garner Avenue West)
• Garner Avenue West (Upper 162 Street to 164 Street)
■ 164 Street (Garner Avenue to Gerdine Path West)
• Gauntlet Court West (cul -de -sac located on the north side of Upper 16nd Street West)
• Gamer Avenue West (cul -de -sac located on the west side of Garner Avenue West)
• 163 Street West (Garner Avenue West to Galena Avenue West)
• 163 Street West (cul -de -sac located on the south side of 163 Street West)
• Galena Avenue (163 Street West to 164 Street West)
• Upper 163 Street West (Garner Avenue West to Galena Avenue West)
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 5
Clay's Acres
• 208 Street West (Jacquard Avenue, including the intersection, to the easterly lot limits
of 9625 208 Street)
• Isle Avenue (cul -de -sac located on north side of 208 Street West)
• Ixonia Avenue (208 Street West to 210 Street West)
• Iteri Avenue (208 Street West to 210 Street West)
• Italy Avenue (208 Street West to 210 Street West)
• Isle Avenue (208 Street West to 210 Street West)
• Iran Avenue (208 Street West to 210 Street West)
• 204 Street West (205 Street West to 205 Street West)
204 Street
• 204 Street W (205 Street W to 205 Street W)
The project areas are shown in Figure 1 and Figure 2 of Appendix A of this report.
2.3 Existing Conditions
2.3.1 Surface
Streets within the proposed improvement area are aging and experiencing various
severities of distresses including alligator cracking, block cracking, transverse cracking,
longitudinal cracking, and localized drainage issues. All project areas contain
landscaping, trees, and numerous other private improvements beyond the edge of the
roadway and within City right -of -way. Concrete sidewalks of varying widths (between
42 inches and 60 inches) are located throughout the project area.
Some of the existing sidewalk panels within the 2013 Street Reconstruction Project area
have heaved due to the root system of mature trees within close proximity of sidewalks.
Additionally, several of the sidewalk panels within the project area are aging and
showing various signs of structural distress, such as spalling, cracking, and faulted joints.
The majority of pedestrian curb ramps within the project area do not meet current ADA
accessible design standards.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 6
Table 1— 2013 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name
ROW
Street
Width
Curb
Type
Sub -base
(aggregate)
Sub -grade
Avg. Bit.
Section
Approx.
Year of
Original
Construction
162"`' Street
60'
33' B -B
D412
Fill: Poorly
graded sand
with silt
7"
4.5"
1968
Gannon Avenue W
60'
33' B -B
D412
Fill: Clayey
sand and
poorly graded
sand
8"
4"
1968
Gladiola Avenue W
60'
33 '- 3 4'
B -B
D412
Poorly
graded sand
7"
4"
1968
Germane Court W
60'
34' B -B
D412
Poorly
graded sand
with gravel
Distinct
aggregate
base layer
could not be
defined
3"
1968
Upper 164 Street
60'
33' B -B
D412
Poorly
graded sand
12"
4"
1968
Glengary Court W
60'
34' B -B
D412
Fill: Poorly
graded sand
7"
4.5"
1968
Genesee Court W
60'
33' -34'
B -B
D412
Poorly
graded sand
with silt
8"
4"
1968
Genesee Avenue W
60'
34' B -B
D412
Fill: Graded
sand with silt
6"
5.5"
1964, 1968
165 Street W
60'
34' B -B
D412
Poorly
graded sand
and gravel
7 " -12"
5"
1972
167 Street W
60'
40' F -F
B618
Fill: Poorly
graded sand
with silt
11"
5.5"
1964
Upper 162 ° Street
60'
34' B -B
D412
Poorly
graded sand
with gravel
4"
4"
1972
Upper 167 Court W
60'
33' B -B
D412
Sandy ean
clay
4"
9"
1974
Garner Avenue W
60'
34' B -B
D412
Poorly
graded sand
with gravel
4"
4"
1972
Table 1 below provides a summary of existing street conditions within the 2013 Street
Reconstruction Project.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 7
Table 1— 2013 Street Reconstruction Project
Summary of Existing Street Conditions
Street Name
ROW
Street
Width
Curb
Type
Sub -base
(aggregate)
Sub -grade
Avg. Bit.
Section
Approx.
Year of
Original
Construction
164 Street W
60'
34' B -B
D412
Fill: Poorly
graded sand
with silt
11"
4"
1972
Gauntlet Court
60'
34' B -B
D412
Poorly
graded sand
with gravel
4"
4"
1972
163 Street W
60'
34' B -B
D412
Poorly
graded sand
with silt and
gravel
10"
4"
1972
Galena Avenue W
60'
34' B -B
D412
Poorly
graded sand
11 ".5
"'
1972
Upper 163 Street W
60'
34' B -B
D412
Poorly
graded sand
with silt and
gravel
8"
1972
208 Street W
60'
32' E -E
N/A
Fill:
sandyey
6" — 10"
4 �„ �.,
19—'
Isle Avenue
60'
32' E -E
N/A
Lean Clay
and Fill
7"-8"
4' 6
19 —'
Ixonia Avenue
60'
32' E -E
N/A
Lean clay
with sand
7
7
19?
`
Iteri Avenue
60'
32' E -E
N/A
Lean clay and
5 " -12"
6 " -6.5"
1972
Italy Avenue
60'
32' E -E
N/A
Fill" Clayey
sand with
gravel
8"
5"
1972
Iran Avenue
60'
32' E -E
N/A
Clayey sand
11"
4"
1972
204 Street W
60'
33' B -B
N/A
Fill: Silty
sand and
sandy lean
clay
6 "- 7"
3" — 4"
1972
A copy of the geotechnical soil boring logs prepared for this project by Braun Intertec in
October, 2012 may be found in Appendix D of this report.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 8
2.3.2 Storm Sewer
City record drawing information indicates that storm sewer facilities already exist within
much of the 2013 Street Reconstruction Project area. Runoff collected by the existing
catch basins travels through existing storm sewer pipe and outlets into either:
• Regional Stormwater Basin SC -37 -1, which is located north of 208 Street West,
east of India Avenue, and west of Independence Avenue. 208 Street, Ixonia
Avenue, Iteri Avenue, Italy Avenue, Isle Avenue, and Iran Avenue all drain to
this regional stormwater basin after traversing through the drainage channel
located north and east of the Isle Avenue cul -de -sac.
• Regional Stormwater Basin ML -3 -2, which is located north of 205 Street West,
west of 204 Street, and east of Juno Trail. 204 Street drains to this regional
stormwater basin. Regional Stormwater Basin ML -3 -2 ultimately outlets into
Lake Marion.
• Regional Stormwater Basin NC -31 -1 (Valley Lake), which is located north of
163rd Street West and east of Garner Avenue West. The north half of all streets
within Valley Park neighborhood drain to this regional stormwater basin. The
remaining streets within this area of the project drain directly into North Creek or
into tributaries of the North Creek drainage channel.
At both the August 1, 2012 and the August 8, 2012 Neighborhood Meetings, a number of
residents approached City staff with concerns regarding localized drainage issues
throughout the project areas. Within the Valley Park area, a number of poorly draining
intersections were identified.
Historically, the existing storm sewer facilities within the Valley Park area of the 2013
Street Reconstruction Project area have proved adequate during small rainfall events.
Larger rainfall events have caused the elevation of flow through the North Creek
drainage channel to rise significantly, such that localized flooding occurs in the area
between Cedar Avenue (CSAH 23) and the intersection of North Creek at Flagstaff
Avenue. The City of Lakeville continues to update its hydrologic models, to include an
evaluation of the North Creek drainage channel through the project area, independently
from this project. The City is currently working towards making upstream improvements
to the North Creek drainage channel that would provide additional upstream storage,
potentially reducing the extent to which flooding is experienced in the Valley Park Area.
As a part of the 2013 Street Reconstruction Project, the City will also seek to obtain a
permit from the Minnesota Department of Natural Resources (Mn /DNR) for the removal
of sediment that has deposited within the North Creek drainage channel within Bunker
Hill Park to improve flow through the channel in that area. The potential to remove
existing vegetation that may be impeding drainage through the North Creek channel is
also being investigated.
While many residents are already connected to the City's public drain tile system within
the Clay's Acres neighborhood, some residents indicated that they have private drain tile
facilities installed on their properties that daylight near the street. As a part of the
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 9
proposed 2013 Street Reconstruction Project Improvements, new drain tile services will
be installed for each lot within the Clay's Acres portion of the project, as it will be
necessary to remove the existing drain tile system to complete the proposed water main
improvements within the area.
Other localized drainage issues were identified by residents in the following areas, where
little to no storm sewer currently exists:
• Genessee Avenue
• Garner Avenue at Upper 163 Street
• Garner Avenue between 163 Street and Upper 163 Street
• Gannon Way at the southerly Gannon Way cul -de -sac
2.3.3 Water Main
The majority of the existing water main located within the 2013 Street Reconstruction
Project area is cast iron pipe (CIP). 8 -inch CIP exists along 167 Street West and 208
Street West, while 12 -inch CIP exists within 162 Street West and Gannon Avenue. 6-
inch CIP exists within the remaining local residential streets located within the 2013
Street Reconstruction Project area.
City maintenance records indicate a total of 19 recorded water main breaks within the
Clay's Acres area of the project, 13 of which were located along Iteri Avenue. There
have been a total of four (4) water main breaks within the 167 Street /Gladiola Avenue
area of the Valley Park improvements.
The quantity and frequency of water main breaks in these areas has led to long -term and
costly maintenance issues for the City. The age of the existing pipe in this area would not
suggest that the water main breaks are simply the result of an aging infrastructure. Soil
samples were collected with the geotechnical borings earlier this fall to test for
corrosivity in the soils (pH, oxidation - reduction, electrical resistivity, chloride content,
and sulfate content) to determine if the native soils were contributing to failure of water
main pipe in this area. The City also conducted a water main leak detection survey and
evaluated all of the water main valves within the project during the fall of 2012.
2.3.4 Sanitary Sewer
The existing sanitary sewer within the 2013 Street Reconstruction Project Area is
comprised of 9 -inch VC (vitrified clay) pipe beneath the majority of the streets within the
Valley Park neighborhood and 204 Street W, 8 -inch VC pipe along the streets within the
Clay's Acres neighborhood, and a 30 -inch Metropolitan Council VC interceptor pipe
along 167 Street West.
In the fall of 2012, the City's Public Works Department televised the sanitary sewer and
inspected all of the sanitary sewer manholes. Nearly all of the sanitary sewer manholes
were identified as needing new rings and /or castings and are proposed to be repaired as a
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 10
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 (I & I) issues and reduce the frequency of
maintenance repairs. City Staff is proposing to make any necessary sanitary sewer pipe
repairs identified in the sanitary sewer televising tapes by employing trenchless
construction methods. These proposed in -situ sanitary sewer improvements to
rehabilitate the City's existing sanitary sewer system are outside of the scope of the 2013
Street Reconstruction Project, and will be addressed as a part of a separate City project.
2.3.5 Wetlands
No wetland impacts are anticipated with the proposed improvement project.
2.4 Proposed Improvements
2.4.1 Surface
Roadway reclamation, in which the existing deteriorating roadway surface is reused as
aggregate roadway base, is proposed for the streets due to the level of distress the
bituminous pavement in the area is experiencing. The all of the existing concrete curb
and gutter throughout the Valley Park neighborhood, along with structurally deficient
concrete sidewalk throughout the entire project area is proposed to be removed and
replaced with the 2013 Street Reconstruction Project. Within the Clay's Acres and 204
Street project areas, new concrete curb and gutter is proposed where bituminous curb
currently exists. All pedestrian ramps within the project area will be brought up to
current ADA accessibility design standards.
The local residential streets within the Valley Park area of the project will be reclaimed
and reconstructed to the City's 7 -ton design standard, and are proposed to consist of the
following section: 1 1 /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. All residential streets within the project will be re- established to
include a 6 -inch crown, further promoting drainage within the roadways.
167 Street, which currently measures 40 -foot in width (as measured from face -of -curb
to face -of -curb) with barrier style B618 curb and gutter will be the only street
reconstructed within the Valley Park area of the project with the same barrier style
concrete curb and gutter and with a 2- percent cross - slope, in accordance with the City's
design standards for roadways measuring 40 -feet in width.
All other streets within the Valley Park area are proposed to be reconstructed with
surmountable curb and gutter (D412), similar to what exists today.
Figures 3 and 5 of Appendix A illustrate these proposed roadway sections within the
Valley Park areas of the project.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 11
It is proposed to reconstruct the roadways to the City's current standard of 32 -foot wide
(as measured from back -of -curb to back -of -curb) local residential streets where feasible
as a part of this project. The existing streets within the Valley Park area currently exist as
33 -foot and 34 -foot wide roadway sections. Reducing the roadway widths to the City's
current design standard of 32 -feet will reduce the street reconstruction costs associated
with this project, as well as reduce the long -term maintenance costs associated with these
roadways. All existing storm sewer structures will be evaluated on a case -by -case basis
during the final design of the project to determine if the location of the existing structures
will allow for the roads to be narrowed.
204 Street, which currently exists as a 36 -foot wide roadway, is proposed to be
reconstructed to the City's standard 32 -foot roadway width to minimize the impacts to
mature trees in the area that are located directly behind the existing roadway surface.
Complete roadway reconstruction is proposed for each of the streets within the Clay's
Acres neighborhood due to proposed water main improvements the level of distress the
bituminous pavement is experiencing. Streets within Clay's Acres currently measure
approximately 32 -feet in width, as measured from bituminous curb -to- bituminous curb.
It is proposed to reconstruction these streets as 32 -foot wide urban road sections with
concrete curb and gutter. Those streets proposed for complete roadway reconstruction
include:
• 208 Street W
• Ixonia Avenue
• Iteri Avenue
• Italy Avenue
• Isle Avenue
• Iran Avenue
The local residential streets within the Clay's Acres project area will be reclaimed and
reconstructed to the City's 7 -ton design standard, and are proposed to consist of the
following section: 1 1 /2 inches of bituminous wearing course, 2 inches of bituminous base
course, and 6 inches of Class 5 aggregate base over 24 inches of select granular material.
All residential streets within the project will be re- established to include a 6 -inch crown,
further promoting drainage within the roadways. Figure 4 of Appendix A illustrates
these proposed roadway sections within Clay's Acres.
All driveways within the Clay's Acres portion of the project are proposed to receive
concrete aprons as a part of the street improvements. The installation of concrete
driveway aprons within this area of the project, only, is proposed to mitigate some of the
drain tile displacement issues previously experienced within Clay's Acres. The City has
spent a number of years repairing bituminous driveways within Clay's Acres where the
existing drain tile has heaved the driveway surface. Installing drain tile to the City's
current standards, coupled with the installation of concrete driveway aprons, should help
to mitigate the driveway heaving issues previously experienced in this area.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 12
Within Clay's Acres, a portion of the existing Iran Avenue currently meanders to the
west adjacent to the five (5) southernmost lots along that block (refer to Figure 2 of
Appendix A for an illustration of this). It is recommended that title work for these five
properties be obtained during final design of this project to verify that right -of -way or
street easements were properly obtained in order to reconstruct the road in its current
location.
Special Assessments to benefitting properties are proposed to fund 40% of the surface
(and storm sewer) improvements identified for the project, with the remaining 60%
funded using City Street and Utility funds. Where new curb and gutter is proposed
within Clay's Acres and along 204 Street, the cost associated with the installation of the
new curb and gutter are 100% assessable to the benefiting property owners, in accordance
with the City's Assessment Policy.
2.4.2 Storm Sewer
Reconstruction of the streets also provides a timely opportunity to improve drainage
within the project areas with the installation of additional storm sewer facilities. Potential
drainage improvements to be evaluated with final design of the project include:
• Installing concrete curb and gutter, storm sewer improvements, and drain tile
along 208 Street, Ixonia Avenue, Iteri Avenue, Italy Avenue, Isle Avenue, and
Iran Avenue.
• Supplementing existing storm sewer facilities with the installation of additional
catch basins along 204 Street West and within portions of the Valley Park area.
• Repair /replacement of the existing storm sewer within the intersection of Jacquard
Avenue, believed to have been damaged by the natural gas provider in that area.
Manholes, manhole castings and catch basin castings are also proposed to be
repaired /replaced to meet current City storm sewer standards as a part of the 2013 Street
Reconstruction Proj ect.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 13
2.4.3 Water Improvements
The geotechnical investigation performed by Braun Intertec in September, 2012 included
the collection soil samples within the 2013 Street Reconstruction Project area to measure
the corrosivity of the soils within select areas of the project. The results of the corrosivity
testing indicate the project area does contain some corrosive soils that impact iron water
main pipe. Pockets of corrosive soils were discovered within the Clay's Acres
neighborhood. It is proposed that in conjunction with the street improvements identified
for 2013, the existing water main also be replaced along the following streets due the
potentially corrosive nature of the soils:
• 208 Street West
• Ixonia Avenue
• Iteri Avenue
• Italy Avenue
• Isle Avenue
• Iran Avenue
Additionally, there has been a recent and concentrated water main break history along
167 Street, between Gladiola Avenue and Gerdine Path. While the soils there were not
determined to be corrosive, it is proposed to replace the water main in this area due to the
recent break history.
Replacing the existing water main facilities in these areas of the 2013 Street
Reconstruction Project provides a timely and cost - effective solution to what has been a
long -term maintenance issue within the area. It is proposed that the existing cast iron
water main facilities within the Clay's Acres area of the project be replaced with PVC
water main pipe to withstand the corrosive nature of the soils within the project area,
reducing the potential for future water main repairs in the area. Figure 7 of Appendix A
illustrates the proposed water main replacement locations within Clay's Acres.
As the soils within the Valley Park area of the project were not found to be corrosive, it is
proposed to replace the cast iron water main along 167 Street and the existing 2 -inch
copper mains within the Gannon Avenue and Gladiola Avenue cul -de -sacs with ductile
iron pipe. Figure 6 of Appendix A illustrates the proposed water main replacement
locations within Valley Park, including the proposed replacement along 167 Street.
2.4.4 Sanitary Sewer Improvements
Nearly all (112) of the sanitary sewer manholes within the project areas were 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. The proposed improvements are
considered routine maintenance, and therefore, the costs associated with the sanitary
sewer manhole ring /casting replacements are included in the surface improvement costs,
which are proposed to be funded using a combination of Special Assessments to
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 14
benefitting property owners (40 %) and City Funds (60 %). At the time of this report, the
City is also in the process of applying for a grant from the Metropolitan Council to
complete these sanitary improvements under the terms of the Met Council's Inflow &
Infiltration (I &I) Grant Program. The results of that grant application are expected to be
made available later this year.
2.4.5 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
Where existing curb and gutter replacement and new curb and gutter is proposed, it is the
City's intent to salvage and reinstall the 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 permit from the Minnesota Department of Health (MDH) will also be required for the
replacement of water main facilities along 208 Street, Ixonia Avenue, Iteri Avenue, Italy
Avenue, Isle Avenue, and Iran Avenue, and 167 Street, as well as the Gannon Avenue
and Gladiola Avenue cul -de -sacs.
A permit from the Minnesota Department of Natural Resources (Mn /DNR) will be
required for the removal of sediment /vegetation within that portion of the North Creek
drainage channel within Bunker Hill Park, as North Creek is identified as a DNR
watercourse.
A Dakota County Work in Right -of -Way permit will be required for the work within the
Cedar Avenue (CSAH 23) right -of -way and for any potential detours associated with the
project that will detour traffic onto County roads (Dodd Boulevard /CSAH 9 or 160
Street/CSAH 46).
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.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 15
Construction will be phased so as to reconstruct the streets located at the center of the
project first, 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
Two public informational meetings for the proposed improvements were conducted for
the project. The first Neighborhood Open House was conducted on August 1, 2012 for
properties owners within the Valley Park neighborhood. The second Neighborhood
Open House was conducted on August 8, 2012 for property owners within the Clay's
Acres and 204 Street area. Preliminary information was presented to approximately 60
attendees at the Valley Park Neighborhood Open House and approximately 40 attendees
at the Clay's Acres /204 Street Neighborhood Open House regarding the proposed
improvements, costs, funding, schedule, and impacts associated with the project.
Comment cards were made available to attendees at the meeting. Summaries of the
correspondence received and questions and answers provided at the informational
meetings are included in Appendix E.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 16
Table 2 — 2013 Street Improvement Project
Summary of Cost
Total
Schedule A — Surface Improvements
$6,212,000
Schedule B — Sanitary Sewer Improvements
$204,000
Schedule C - Water Main Improvements
$1,108,000
Schedule D — Storm Sewer Improvements
$984,000
TOTAL
$8,508,000
3. FINANCING
3.1 Opinion of Cost
Detailed opinions of cost for the various project areas can be found in Appendix B of this report.
The opinions of cost incorporate estimated 2013 construction costs and include a 10%
contingency factor. Indirect costs are projected at 24% of the construction cost and include
engineering, legal, financing, and administrative costs.
Table 2 below provides a summary of the opinions of probable cost for the 2013 Street
Reconstruction Project.
3.2 Funding
Financing for the 2013 Street Improvement Project will come from City Funds and Special
Assessments.
The water main 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.
Special Assessments to benefitting properties are proposed to fund 40% of the surface and storm
sewer improvements identified for the project, with the remaining 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
owners for street improvements is $2,611,594.48 with the following proposed assessments:
• Valley Park Single Family Unit Assessment Rate $4,343.95 per unit
• 204 Street Single Family Unit Assessment Rate $6,395.27 per unit
■ Clay's Acres Single Family Unit Assessment Rate $6,745.70 per unit
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 17
Table 3 — 2013 Street Improvement Project
Funding Summary
Funding Source
Amount
Street and Storm Sewer Assessments
$2,611,600
City Water Funds
$2,522,150
City Sanitary Sewer Funds
$128,300
City CIP Funds
$3,245,950
SUBTOTAL
$8,508,000
The proposed assessment roll is included in Appendix C of this report, along with an Assessment
Map ID highlighting the benefitting properties and the assessment calculations for benefitting
property owners.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 18
4. PROJECT SCHEDULE
The proposed project schedule for the 2013 Street Improvement Project is as follows:
Valley Park Neighborhood Open House August 1, 2012
Clay's Acres /204 Street Neighborhood Open House August 8, 2012
Order Feasibility Report August 20, 2012
Accept Feasibility Report /Set Public Hearing October 15, 2012
Public Hearing /Order Project November 19, 2012
Approve Plans and Specifications /Authorize Ad for Bids February 4, 2013
Open Bids /Compute Assessments March 8, 2013
Declare Costs /Set Assessment Hearing March 18, 2013
Assessment Hearing April 15, 2013
Award Construction Contract May 6, 2013
Begin Construction* May 15, 2013
Substantial Completion... October/November 2013
Certify Assessments to County November 2013
* Schedule assumes any necessary private utility work is completed prior to start of
construction.
Feasibility Report
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 19
5. FEASIBILITY AND RECOMMENDATION
The 2013 Street Reconstruction Project includes roadway reclamation, reconstruction, and water
main improvements along 162 Street, Gannon Avenue West, Glengary Court West, Gladiola
Avenue West, Germane Court West, Upper l64th Street, Genesee Court West, Genesee Avenue
West, 165 Street West, 167 Street West, Upper 167 Street, Upper 162n Street, Garner
Avenue West, 164 Street West, Gauntlet Court West, 163 Street West, Galena Avenue West,
Upper 163 Street West, 208 Street West, Isle Avenue, Ixonia Avenue, Iteri Avenue, Italy
Avenue, Iran Avenue, and 204 Street West. Complete curb and gutter replacement and spot
sidewalk replacements will be made within the Valley Park area of the project. New concrete
curb and gutter will be installed within the Clay's Acres and along 204' Street West, and spot
sidewalk replacement is proposed along 208 Street. Structurally deficient storm and sanitary
sewer manholes identified by the City's Public Works Department will also be replaced as a part
of this project.
The total estimated cost for the 2013 Street Reconstruction Project including roadway, storm
sewer and water main improvements is 58,508,000. Proposed funding for the project is provided
through a combination of Special Assessments and City funds.
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
2013 Street Reconstruction Project
City Project No. 13 -02
City of Lakeville, MN
WSB Project No. 2109 -021
Page 20
Figure 1: Location Map — Valley Park
Figure 2: Location Map - Clay's Acres and 204 Street
Figure 3: Typical Section — Residential Streets: Valley Park
Figure 4: Typical Section — Residential Streets: Clay's Acres and 204 Street
Figure 5: Typical Section — Residential Streets: 167 Street
Figure 6: Valley Park Water System Improvements Map
Figure 7: Clay's Acres Water System Improvements Map
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13-02
WSB Project No. 2109 -021
APPENDIX A
-.
-- - =16oth -St W-
\"
2013 Street Reconstruction Project
Valley Park
Figure 1
Lakeville, MN
2013 Street Reconstruction Project
204th St V
2013 Street Reconstruction Project
Clay's Acres and 204th Street
Figure 2
Lakeville, MN
2013 Street Reconstruction Project
R/W
1:4 MAx
MAX
CONCRETE
SIDEWALK
5'
2.0% 4.0%
In
30'
32' B -B i 5'
NOTE:
6" CROWN (MEASURED
FROM FLOWLINE)
3.125 3.125%
INSET A
6" MIN. TOPSOIL AND SOD ON ALL
DISTURBED AREAS BEHIND CURB
1.5" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C)
2357 BITUMINOUS TACK COAT
2.0" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB230C)
6" RECLAIMED AGGREGATE BASE
APPROVED SUBGRADE (12" DEPTH)
INSET A
30'
D412 CONCRETE
CURB AND GUTTER
1 4 MpX
1:4 MAX
R/W
I 1
701 Xenia Avenue South, Suite 300
x/58 Minneapolis, MN 55416
Q www.wsbeng.com
& Associates, Inc.
2013 STREET
RECONSTRUCTION PROJECT
TYPICAL SECTION
VALLEY PARK AREA
LAKEVILLE, MINNESOTA
WSB NO. 2109 -021
FIGURE
3
1 763 -541- 4800 -Fe, 763- 541 -1700
INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION
K: \02109 -021 \Cad\Exhibits \FIG 03.dwg, SECTION
R/W
1 ;4 Mqx
4 MAX
CONCRETE
SIDEWALK
2.0%
5'
4 .0%
30'
30'
32' B -B 5'
NOTE:
6" CROWN (MEASURED
FROM FLOWLINE)
3.125% 3.125%
4.0%
R/W
B618 CONCRETE
CURB AND GUTTER
1•,4 MA
INSET A
6" MIN. TOPSOIL AND SOD ON ALL
DISTURBED AREAS BEHIND CURB
1.5" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C)
2357 BITUMINOUS TACK COAT
2.0" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB230C)
6" RECLAIMED AGGREGATE BASE
24" SELECT GRANULAR MATERIAL
INSET A
7 : 4 MAX
I 1
701 Xenia Avenue South, Suite 300
x/58 Minneapolis, MN 55416
Q www.wsbeng.com
& Assoc-
2013 STREET
RECONSTRUCTION PROJECT
TYPICAL SECTION
CLAY'S ACRES AREA
LAKEVILLE, MINNESOTA
WSB NO. 2109 -021
FIGURE
4
1 763 -541- 4800 -Fe, 763- 541 -1700
INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION
K: \02109 -021 \Cad\Exhibits \FIG 04.dwg, SECTION
CONCRETE
SIDEWALK
R/W
1 ;4 Mqx
4 MAX
2.0%
5'
4.0%
80'
40' F -F
2.0% 2.0%
INSET A
80'
5'
/4.0%
6" MIN. TOPSOIL AND SOD ON ALL
DISTURBED AREAS BEHIND CURB
1.5" TYPE SP 12.5 WEAR COURSE MIX (2,C) (SPWEB240C)
2357 BITUMINOUS TACK COAT
2.0" TYPE SP 12.5 NONWEAR COURSE MIX (2,C) (SPNWB230C)
6" RECLAIMED AGGREGATE BASE
APPROVED SUBGRADE (12" DEPTH)
INSET A
R/W
B618 CONCRETE
CURB AND GUTTER
1•,4 MA
7 : 4 MAX
I 1
701 Xenia Avenue South, Suite 300
x/58 Minneapolis, MN 55416
Q www.wsbeng.com
& Assoc-
2013 STREET
RECONSTRUCTION PROJECT
TYPICAL SECTION
167TH STREET
LAKEVILLE, MINNESOTA
WSB NO. 2109 -021
FIGURE
5
1 763 -541- 4800 -Fe, 763- 541 -1700
INFRASTRUCTURE ENGINEERING PLANNING CONSTRUCTION
K: \02109 -021 \Cad\Exhibits \FIG 05.dwg, SECTION
----160th-St-VV----------
1iri
W2
2013 Street Reconstruction Project
Water System Improvements Map
Valley Park
Figure 6
Lakeville, MN
— Watermain Replacement
2013 Street Reconstruction Project
0 250 500
Feet
ti
WSB
,e�
208th St N
2013 Street Reconstruction Project
Water System Improvements Map
Clay's Acres
Figure 7
Lakeville, MN
Watermain Replacement
2013 Street Reconstruction Project
0 150 300
Feet
N 4
WSB
2
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13-02
WSB Project No. 2109 -021
APPENDIX B
2013 Street Reconstruction Project Opinion of Probable Cost
s
Estimal
Total
Quanti
Water Main Fund
Estimated Total Cost
00•0$
00'0$
00'0$
00'0$
00•0$
00
00
00
00
00
00
00'0$
00
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00'0$
00'0$
00'0$
00•0$
00
00
00
00
00
00
00
00
00
00
00
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
$11,030.00I
00'009$
00'009$
o0
00•0$
00•0$
00•0$
00•0$
00•0$
oo '$
0009$
00'017$
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$1,500.00 I
I OO OOZ'6$
00'0017'6$
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00'09L'6$
00095$
00'0017$
00•00E'6$
00•0$
00•0$
00•00'
00
000SL$
00•0$
00'009$
Estimated
Total
Quantity
06;0
N
N
006
OOL
0917
06;0
Z6
017
096
OS
OS
006
LO
OE
OS
Bid Unit Price
pans imo - sivau
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oo
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00 Z$
00 "9$
0017$
OOSZ$
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00•21.$
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$15,000.001
$100.001
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OOSZ$
00'66$
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00 "8$
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$10,000.001
1 0005 6$
00'2Z1.$
00 "SZ$
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T ?ufl
LUMP SUM
3811
33211
13 N I
13 N I
13 N I
13 OS
13 OS
OA OS
OA OS
HOV3
HOV3
HOV3
13 N I
13 NI
LUMP SUM
HOV3
HOV3
Id OS
OA no
OA no
OA no
OA no
OA OS
LUMP SUM
ROAD STA
2ifOH
1VOW
GALLONS
NOl
Description
MOBILIZATION I
CLEARING 1
ON1991
ROOT CUTTING 1
REMOVE STONE RETAINING WALL 1
REMOVE & REPLACE CONCRETE CURB & GUTTER 1
REMOVE CONCRETE WALK 1
REMOVE BITUMINOUS WALK 1
REMOVE CONCRETE DRIVEWAY PAVEMENT 1
REMOVE BITUMINOUS DRIVEWAY PAVEMENT 1
REMOVE SIGN 1
REMOVE MAILBOX SUPPORT 1
REMOVE MAILBOX 1
SAWING CONCRETE PAVEMENT (FULL DEPTH) 1
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 1
SALVAGE AND REINSTALL LANDSCAPE STRUCTURES 1
SALVAGE AND REINSTALL MAILBOX 1
SALVAGE AND REINSTALL FENCE 1
SALVAGE AND REINSTALL BRICK PAVERS 1
COMMON EXCAVATION 1
SUBGRADE EXCAVATION 1
SELECT GRANULAR BORROW (CV) 1
TOPSOIL BORROW 1
GEOTEXTILE FABRIC TYPE V 1
DEWATERING 1
SUBGRADE PREPARATION 1
STREET SWEEPER (WITH PICKUP BROOM) 1
WATER 1
CALCIUM CHLORIDE 1
AGGREGATE BASE CLASS 5
204th Street Funding Source
VS
Estimal
Total
Quanti
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
00
00
00
00'0$
00'0$
00'0$
00'0$
00'0$
00
00
00'0$
00
00'0$
00'0$
00
00
00
00
00
00
00
00'0$
00
00
VV V.0
00 0$
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
00'00 L'£$
00069$
$6,155.00
1 00 9L9'06$
$14,700.00 I
1 00 00S'Z$
00
00'0$
00'0$
00'0$
00'0$
00'0$
00'0$
$16,000.00
00
00'0$
00
00
$100.00
00
00
00
00'064'6$
00'00£$
00'00£$
00
00'00£$
00000'6$
00•09L'17$
VV V.0
00 0$
Estimated
Total
Quantity
00 L'£
0LL
9ZL
SZZ
OOL
O1.'0
V
009'1.
£L
N
01.'0
01.'0
001.
001.
N
09E' l.
Bid Unit Price
00
00'1.$
00
00 6b$
$47.001
1 00• LZ$
00
0•005$
0•005$
00
00
00'9$
$35.00
0099$
00
000917$
00017$
00
00
$100.00
000$
00 L$
$15,000.00
00'00 4' L L$
00
00'00£$
00
00
0•005$
09'£$
VV V�V.0
00 09Z$
1 ?ufl
O) OS
O) OS
GALLON
NOl
NOl
O) OS
LUMP SUM
HOV3
HOV3
Id OS
Id OS
Id OS
O) OS
O) OS
Id NI
HOV3
Id OS
HOV3
HOV3
HOV3
HOV3
HOV3
LUMP SUM
LUMP SUM
33211
33211
Id NI
Id NI
HOV3
O) OS
HOV3
Description
MILL BITUMINOUS PAVEMENT (1.5 ")
BITUMINOUS PAVEMENT RECLAMATION
BITUMINOUS MATERIAL FOR TACK COAT
TYPE SP 12.5 WEARING COURSE MIX (2,C)
TYPE SP 12.5 NON WEAR COURSE MIX (2,C)
TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK
UTILITY COORDINATION
ADJUST FRAME & RING CASTING (SANITARY)
ADJUST FRAME & RING CASTING (STORM)
2.5" BITUMINOUS WALK
4" CONCRETE WALK
6" CONCRETE WALK
6" CONCRETE DRIVEWAY PAVEMENT
7 CONCRETE VALLEY GUTTER
CONCRETE CURB & GUTTER DESIGN B618
PEDESTRIAN CURB RAMP
TRUNCATED DOMES
INSTALL MAIL BOX SUPPORT
MAIL BOX
MAIL BOX SUPPORT
MAIL BOX (TEMPORARY)
REPAIR DOG FENCE
TRAFFIC CONTROL
SIGN PANELS TYPE C & D
CONIFEROUS TREE 8' HT. B &B
DECIDUOUS TREE 2.5" CAL B &B
SILT FENCE, TYPE MACHINE SLICED
FILTER LOG TYPE WOOD FIBER BIOROLL
TEMPORARY ROCK CONSTRUCTION ENTRANCE
SODDING TYPE LAWN (INCL. TOPSOIL & FERT.)
PAVEMENT MESSAGE (RT ARROW) - PAINT
N
•
ct
N
O
Cr)
204th Street Funding Source
VSO
Estimal
Total
Quanti
J
1 00'0$
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
00'0$
00'0$
1 00'0$
00
00
1 00'0$
Estimated
Total
Quantity
VV V.0
00
N
N—
N—
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
00
00
00
$192.00
1 0009 4$
1 00'0$
Schedule A Total - Surface Improvements $95,027.00 1
00
I OO OOZ$
00
00
$1,500.00 I
Schedule B Total - Sanitary Improvements $1,700.00 I
Estimated
Total
Quantity
00
00
00
00
94
94
CV
CV
Bid Unit Price
SLO$
OS 4$
OS 4$
00£$
00 Z4$
0004$
'Do s$
$100.001
O0
0000 4' 4$
100 OSL$
T?uf
lJ NI
Id NI
Id NI
Id NI
Id NI
Id NI
Id OS
HOV3
HOV3
HOV3
HOV3
Description
4" SOLID LINE WHITE - PAINT
4" SOLID LINE WHITE - EPDXY I
4" DOUBLE SOLID LINE YELLOW - PAINT I
4" DOUBLE SOLID LINE YELLOW - EPDXY I
12" SOLID LINE WHITE - EPDXY I
12" SOLID LINE WHITE - PAINT I
CROSSWALK MARKING - POLY PREFORM (GROUND IN) I
ments - 204th Street 1
REMOVE CASTING ASSEMBLY 1
CHIMNEY SEAL
RECONSTRUCT SANITARY MANHOLE
CASTING ASSEMBLY (SANITARY) I
ct
•
con
ovements - 204th Street
00
00
00
00
00
00
00
00
00
00005$
00
00
00
00
00
VV V.0
00
N
N—
N—
N
N
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
VV V.0
00
09 4$
OOb$
$150.00
00
0000£$
00
00
00
00005$
00005$
00
$150.00
00
$100.00
00005'£$
VV VVV I 4/
00 0SZ$
lJ NI
Id NI
HOV3
HOV3
HOV3
NOl
LUMP SUM
HOV3
HOV3
HOV3
HOV3
HOV3
HOV3
HOV3
HOV3
HOV3
REMOVE WATER SERVICE PIPE
REMOVE WATER MAIN
REMOVE GATE VALVE AND BOX
REMOVE CURB STOP AND BOX
REMOVE HYDRANT
GRANULAR FOUNDATION AND /OR BEDDING
TEMPORARY WATER SERVICE
ADJUST VALVE BOX
ADJUST HYDRANT
RECONSTRUCT VALVE BOX
CURB BOX REPAIR
ADJUST CURB BOX
CONNECT TO EXISTING WATER MAIN
CONNECT TO EXISTING WATER SERVICE
HYDRANT
1" CORPORATION STOP
v
ct
•
con
ovements - 204th Street
s
Estimal
Total
Quanti
i
100'OOZ`Z$
Water Main Fund
Estimated Total Cost
00'0$
00'0$
00'0$
00'0$
00'0$
00'0$
00'0$
00'0$
Estimated
Total
Quantity
1 000$
00
00
00
00
00
00
00
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00'0$
00'0$
00'009$
00'0$
00'0$
00'0$
00'0$
00'0$
Schedule C Total - Water Main Improvements $600.00
Estimated
Total
Quantity
Bid Unit Price
$1,800.00
00
00
O0
$35.001
$23.001
1 00 8Z$
109£$
T ?ufl
HOV3
HOV3
HOV3
Id N11
Id N11
Id N11
O) OS
POUND
Description
8" GATE VALVE AND BOX
1" CURB STOP AND BOX 1
IRRIGATION SYSTEM REPAIR 1
1" TYPE K COPPER PIPE 1
6" WATER MAIN DUCTILE IRON CL 52- POLYWRAP 1
8" WATER MAIN - PVC C900 1
4" POLYSTYRENE INSULATION 1
DUCTILE IRON FITTINGS - EPDXY COATED
ct
•
con
rovements - 204th Street
1000$
1 000$
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
100'099$
1 000$
00•00L$
00
00•09L$
00
00
00
00
00
$1,500.001
1 00000'£$
00
00
00
00
00
00
00009$
00
00
OZ
N
N—
N—
N
006
N—
06
0
100£$
1 00 Z$
0•09£$
00
OOOSL$
0006$
00
00
00 Z1.$
0•96$
OOOSL$
00
00'££$
$36.001
1 00 Zb$
00'917$
0•99$
0099$
00
00•9ZZ$
00'0017$
1J NI1
lJ NI1
HOV3
HOV3
HOV3
lJ N11
HOV3
HOV3
lJ Nl1
lJ Nl1
HOV3
lJ N11
lJ N11
lJ N11
lJ Nl1
lJ Nl1
lJ Nl1
lJ Nl1
HOV3
lJ N11
lJ N11
REMOVE SEWER PIPE (STORM)
REMOVE PVC DRAIN TILE 1
REMOVE DRAINAGE STRUCTURE 1
1 J.3191A13SSH ONIlSVO 3AOW31
RECONSTRUCT DRAINAGE STRUCTURE 1
DITCH CLEANING 1
6" TP PIPE DRAIN CLEAN OUT 1
4" TP PIPE DRAIN CLEAN OUT 1
6" PERFORATED THERMOPLASTIC (TP) DRAIN PIPE 1
4" (TP) PIPE DRAIN 1
15" RC PIPE APRON WITH TRASH GUARD 1
15" RC PIPE SEWER DESIGN 3006 CLASS V 1
18" RC PIPE SEWER DESIGN 3006 CLASS III 1
21" RC PIPE SEWER DESIGN 3006 CLASS III 1
24" RC PIPE SEWER DESIGN 3006 CLASS III 1
30" RC PIPE SEWER DESIGN 3006 CLASS III 1
33" RC PIPE SEWER DESIGN 3006 CLASS III 1
36" RC PIPE SEWER DESIGN 3006 CLASS III 1
CONNECT TO EXISTING STORM SEWER 1
CONSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020 1
CONSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020 1
ct
•
con
rovements - 204th Street
ns
Estimal
Total
Quanti
Water Main Fund
Estimated Total Cost
00'0$
00'0$
00'0$
00'0$
00'0$
100'0$
1 00'0$
00
00
08'08$$
00
08'000`£$
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
$1,200.001
1 000$
0086$
000SL$
100009$
Schedule D Total - Storm Sewer Improvements - Clay's Acres $15,053.00
TOTAL BASE BID CONSTRUCTION COST $112,380.00
+10% CONTINGENCY $11,238.00
GRAND TOTAL - BASE BID CONSTRUCTION COST + CONTINGENCY + INDIRECT $153,286.32
Estimated
Total
Quantity
N
N
Z6
Bid Unit Price
$1,500.00
00
000SL$
OS' 1.$
$150.001
$150.001
1 ?ufl
HOVE
HOVE
HOVE
O) OS
O) no
HOVE
Description
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1
CASTING ASSEMBLY (CATCH BASIN)
CASTING ASSEMBLY (STORM MANHOLE)
GEOTEXTILE FABRIC TYPE IV
RANDOM RIPRAP CLASS IV TYPE SPECIAL (FIELDSTONE)
STORM DRAIN INLET PROTECTION
N
N •
ct
N
O
M
204th Street Funding Source
'ay's Acres Funding Source
ns
Estimal
Total
Quanti
Water Main Fund
Estimated Total Cost
00•0$
00000'9$
00000'9$
00•0$
00'0$
00•0$
00
00'0$
0•056'6$
00'003'8$
00•0$
00•0$
00'0$
00
00
00•0$
00
00
00'0$
00
00'0$
$184,800.00
1 00'0$
00•00b'S$
00•000'S$
00
00
00
00
00
Estimated
Total
Quantity
OZ
OZ
00 6'Z
SZE
OSO'Z
28,000
00 6'E3
009'E
S'0
Street Improvement Fund and
Special Assessments
Estimated Total Cost
$44,120.00
1 00'0$
00
00•0Sb$
00'0$
00
00'0$
00'0$
00'0G8'S$
00'009'173$
00•0Sb
00'0911
$120.00 I
1 00 000'E$
00•00Z'L
00
00•00L'E
00'0$
$31,250.00 I
1 00000' 6 1.9
$31,900.00 I
I OO'OOZ'EZ$
00'068'9$
00'0$
00'0$
$13,050.00 I
$11,250.00 I
1 00 005'L$
00
00'000' 6$
Estimated
Total
Quantity
017'0
056
OZ9
SL6
091.'9
86
CO
CO
000'6
009'E
017'0
LE-
o5Z'
000'6
006'3
006'3
OES
L8
06
00E
OOE'0
006
Bid Unit Price
s'uau
00•00E'01-6$
00
00
00
00'01$
00'01$
OS' 11
00
00
0017$
00 "SZ$
00
00G1-
00 E$
00
$15,000.001
$1 00.001
l oo "SE$
00 "SZ$
00'61$
00'61$
00 "8$
00•E6$
05'61
$1 0,000.001
1 00056$
00 6$
00 "SZ$
00
00'011
T?ufl
LUMP SUM
3811
33211
13 N I
13 N I
13 N I
13 OS
13 OS
OA OS
OA OS
HOV3
HOV3
HOV3
13 NI
13 NIA
LUMP SUM
HOV3
HOV3
Id OS
OA no
OA no
OA no
OA no
OA OS
LUMP SUM
ROAD STA
2ifOH
WON
GALLONS
NOl
Description
MOBILIZATION I
CLEARING 1
ON1991
ROOT CUTTING 1
REMOVE STONE RETAINING WALL 1
REMOVE & REPLACE CONCRETE CURB & GUTTER 1
REMOVE CONCRETE WALK 1
REMOVE BITUMINOUS WALK 1
REMOVE CONCRETE DRIVEWAY PAVEMENT 1
REMOVE BITUMINOUS DRIVEWAY PAVEMENT 1
REMOVE SIGN 1
REMOVE MAILBOX SUPPORT 1
REMOVE MAILBOX 1
SAWING CONCRETE PAVEMENT (FULL DEPTH) 1
SAWING BITUMINOUS PAVEMENT (FULL DEPTH) 1
SALVAGE AND REINSTALL LANDSCAPE STRUCTURES 1
SALVAGE AND REINSTALL MAILBOX 1
SALVAGE AND REINSTALL FENCE 1
SALVAGE AND REINSTALL BRICK PAVERS 1
COMMON EXCAVATION 1
SUBGRADE EXCAVATION 1
SELECT GRANULAR BORROW (CV) 1
TOPSOIL BORROW 1
GEOTEXTILE FABRIC TYPE V 1
DEWATERING 1
SUBGRADE PREPARATION 1
STREET SWEEPER (WITH PICKUP BROOM) 1
WATER 1
CALCIUM CHLORIDE 1
AGGREGATE BASE CLASS 5
N
� N
•
ct
o N
M
C
'ay's Acres Funding Source
ns
Estimal
Total
Quanti
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
$10,000.00
1 00'0$
00
00
00009'9$
00000'9$
$126,000.00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00 09L' 6L$
VV V.0
00
Estimated
Total
Quantity
017
00£'6
000'6
009'£
20,500
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
00
00
$127,520.00 I
$162,150.00 I
$147,000.00 I
1 00'0$
$13,500.00 I
1 000$
00
00
00
00
00
00 6$
00
00
00
00
00000'6$
00
$1,875.00
00000'9$
00
00
0000 6'Z$
00
00
00
00 6L$
VV V.0
00
Estimated
Total
Quantity
SL6
30,000
009'6
Z09'Z
0917'£
000'L
LZ
0
00L 6
96
06
06
06
1717
6
017 0
017
CO
I"—
CO
20,500
Bid Unit Price
0OZ$
00
00
00614
$47.001
1 00 . 6Z$
00
00
00
00
00
00
$35.00
0099$
00
00
00
00
00
$100.00
000$
00
$15,000.00
00006'66$
00
00
0OZ$
00
00
09
VV V�V.0
00
1 ?ufl
0) OS
0) OS
GALLON
NOl
NOl
0) OS
LUMP SUM
HOV3
HOV3
Id OS
Id OS
Id OS
0) OS
0) OS
Id NI
HOV3
Id OS
HOV3
HOV3
HOV3
HOV3
HOV3
LUMP SUM
LUMP SUM
33211
3311
Id NI
Id NI
HOV3
0) OS
HOV3
Description
MILL BITUMINOUS PAVEMENT (1.5 ")
BITUMINOUS PAVEMENT RECLAMATION
BITUMINOUS MATERIAL FOR TACK COAT
TYPE SP 12.5 WEARING COURSE MIX (2,C)
TYPE SP 12.5 NON WEAR COURSE MIX (2,C)
TYPE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK
UTILITY COORDINATION
ADJUST FRAME & RING CASTING (SANITARY)
ADJUST FRAME & RING CASTING (STORM)
2.5" BITUMINOUS WALK
4" CONCRETE WALK
6" CONCRETE WALK
6" CONCRETE DRIVEWAY PAVEMENT
7 CONCRETE VALLEY GUTTER
CONCRETE CURB & GUTTER DESIGN B618
PEDESTRIAN CURB RAMP
TRUNCATED DOMES
INSTALL MAIL BOX SUPPORT
MAIL BOX
MAIL BOX SUPPORT
MAIL BOX (TEMPORARY)
REPAIR DOG FENCE
TRAFFIC CONTROL
SIGN PANELS TYPE C & D
CONIFEROUS TREE 8' HT. B &B
DECIDUOUS TREE 2.5" CAL B &B
SILT FENCE, TYPE MACHINE SLICED
FILTER LOG TYPE WOOD FIBER BIOROLL
TEMPORARY ROCK CONSTRUCTION ENTRANCE
SODDING TYPE LAWN (INCL. TOPSOIL & FERT.)
PAVEMENT MESSAGE (RT ARROW) - PAINT
N
•
ct
0 N
M
C
1
1
'ay's Acres Funding Source
ns
Estimal
Total
Quanti
J
1 00'0$
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
00'0$
$748,750.00 1
1 00'0$
00
00
1 00'0$
Estimated
Total
Quantity
c,...,
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
00
00
00
00
00
1 00006$
Schedule A Total - Surface Improvements $1,037,845.00 1
$1,400.00 I
00
00
$10,500.00 1
Schedule B Total - Sanitary Improvements $11,900.00
Estimated
Total
Quantity
086
b6
b6
Bid Unit Price
SLO$
OS L$
OS L$
00£$
00 ZL$
00
I00 S$
$100.001
00 L$
0000 L' L $
100 0SL$
T?uf
11 Nll
Id NI
Id NI
Id NI
Id NI
Id NI
Id OS
HOV3
HOV3
HOV3
HOV3
Description
4" SOLID LINE WHITE - PAINT
4" SOLID LINE WHITE - EPDXY
4" DOUBLE SOLID LINE YELLOW - PAINT
4" DOUBLE SOLID LINE YELLOW - EPDXY
12" SOLID LINE WHITE - EPDXY
12" SOLID LINE WHITE - PAINT
CROSSWALK MARKING - POLY PREFORM (GROUND IN)
s'uaua
REMOVE CASTING ASSEMBLY
CHIMNEY SEAL
RECONSTRUCT SANITARY MANHOLE
CASTING ASSEMBLY (SANITARY)
•
ct
1
1
J
c,...,
ct
1 01
'ay's Acres Funding Source
ns
Estimal
Total
Quanti
Water Main Fund
Estimated Total Cost
00'0$
00'0$
00'0$
00'0$
00'0$
00'0$
$293,045.00
OS
00•S I Z'9E9' 6$
$1,799,836.50
$431,960.76
$2,231,797.26
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
$15,600.001
1 00'000'9$
00'0$
00'0$
$7,350.00
Schedule D Total - Storm Sewer Improvements - Clay's Acres $283,780.00 I
TOTAL BASE BID CONSTRUCTION COST $1,338,025.00
+10% CONTINGENCY $133,802.50
GRAND TOTAL - BASE BID CONSTRUCTION COST + CONTINGENCY + INDIRECT $1,825,066.10 1
Estimated
Total
Quantity
EZ
9Z
CO
617
Bid Unit Price
$1,500.00
00
00
056$
$150.001
$150.00
1 ?ufl
HOV3
HOV3
HOV3
O) OS
O) no
HOV3
Description
CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1
CASTING ASSEMBLY (CATCH BASIN)
CASTING ASSEMBLY (STORM MANHOLE)
GEOTEXTILE FABRIC TYPE IV
RANDOM RIPRAP CLASS IV TYPE SPECIAL (FIELDSTONE)
STORM DRAIN INLET PROTECTION
N
� N
•
ct
o N
M
co
w
Water Main Fund
Estimated Total Cost
00
00
00'0$
00
00
00
00
00
00
00
00
00
00
00'0$
00
00
00
00
00'0$
00
00
00
00
00
00'000'S$
00
00
00
00
Estimated
Total
Quantity
OGO
Street Improvement Fund and
Special Assessments
Estimated Total Cost
$55,150.00 1
00
00 00S'17$
00000'£$
OO•OOS'4$
$460,000.00
00 00S'17$
00006' 6$
00 00 '£17$
00000'99$
00
0009£$
OO OLZ$
00009'6$
$13,600.00
OO OOS'L$
$34,100.00
OO•OOS'£$
$12,500.00
$11,000.00
$11,000.00
00000'8$
00'0017'9£$
$1,500.00
00
00000'££$
00 6'8$
00
00'0017'9$
Estimated
Total
Quantity
OS . 0
S6
S6
000'4
OS
46,000
000'£
OSS
00Z'L
16,500
9S
86
86
00Z'E
008'9
OS . 0
617E
006
OOS
000'4
000'4
000'4
008'Z
000'4
OZZ
S9
000'Z
00Z'£
Bid Unit Price
SluZ'
$110,300.001
1 00'00£$
0000£$
00.
$10.001
$10.00
OS' 4$
00
00
0017$
00'SZ$
000$
$15.001
00
00
$15,000.00
$100.001
$35.001
1 00 SZ$
00'66$
0•66$
00.
00 6$
OS 6$
00000'04$
00 OS 6$
$125.001
OO SZ$
00
Vin
LUMP SUM
33211
33211
13 NI1
Id NI
13 NI1
Id OS
Id OS
O) OS
O) OS
HOV3
HOV3
HOV3
Id NI
Id NI
LUMP SUM
HOV3
HOV3
Id OS
O) no
OA no
O) no
O) no
a) OS
LUMP SUM
ROAD STA
2ifOH
WOW
GALLONS
Description
OBILIZATION 1
1 JN12i`d3-
RUBBING 1
DOT CUTTING
EMOVE STONE RETAINING WALL 1
EMOVE & REPLACE CONCRETE CURB & GUTTER
EMOVE CONCRETE WALK 1
EMOVE BITUMINOUS WALK
EMOVE CONCRETE DRIVEWAY PAVEMENT 1
EMOVE BITUMINOUS DRIVEWAY PAVEMENT
EMOVE SIGN 1
EMOVE MAILBOX SUPPORT
EMOVE MAILBOX 1
\WING CONCRETE PAVEMENT (FULL DEPTH)
\WING BITUMINOUS PAVEMENT (FULL DEPTH) 1
\LVAGE AND REINSTALL LANDSCAPE STRUCTURES
\LVAGE AND REINSTALL MAILBOX 1
\LVAGE AND REINSTALL FENCE 1
\LVAGE AND REINSTALL BRICK PAVERS 1
DMMON EXCAVATION
JBGRADE EXCAVATION 1
ELECT GRANULAR BORROW (CV) 1
JPSOIL BORROW 1
EOTEXTILE FABRIC TYPE V
ON I131VME
JBGRADE PREPARATION 1
FREET SWEEPER (WITH PICKUP BROOM) 1
131V
4LCIUM CHLORIDE
co
N
•
cll
Ct
O p
m
Valley Park Funding Source
w
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
00
Ulf Vd1
00
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00000'8$
00
00000'06$
$15,000.00
00 09£'Z8£$
$470,000.00
00 005'917£$
$12,500.00
00 005'7Z$
$15,500.00
00 09L`Z$
00 005'L$
$13,200.00
00 000'ZSZ$
00005'6 L$
00
00 00i7'S$
00 0170'L$
00006$
00006$
00
$7,180.00
00
00 005'L$
00
00005' L$
00005` L$
00
00000'£$
LAJ 7C.
00
Estimated
Total
Quantity
008
000'06
000'S
£08'L
000'0 L
16,500
OS . 0
617
L£
OSS
O0S' L
00Z'Z
00Z'L
00£
ZL
9LL
81.
81.
81.
6SE
017
OS . 0
OS0
10
1
000'
000'
c
c
0) C
c
Bid Unit Price
$10.001
00
001
00
00617
$47.00
00 LZ$
00
00005$
00005$
005$
00
00
00'S£$
0059$
$10 .001
1 00 0Sb$
00014
OO OS$
00OS$
$100.001
1 00 OZ$
00
$15,000.001
00001.'411
0000£$
0000£$
00
00
00005$
Arun
13 N 11
O) OS
O) OS
GALLON
NOl
NOl
O) OS
LUMP SUM
HOV3
HOV3
13 OS
13 OS
13 OS
O) OS
O) OS
13 N 11
HOV3
13 OS
HOV3
HOV3
HOV3
HOV3
HOV3
LUMP SUM
LUMP SUM
33211
33211
13 N 11
13 N 11
.J/l Jo
HOV3
Description
ILL BITUMINOUS STEP JOINT (1.5 ")
ILL BITUMINOUS PAVEMENT (1.5 ")
TUMINOUS PAVEMENT RECLAMATION
TUMINOUS MATERIAL FOR TACK COAT
(PE SP 12.5 WEARING COURSE MIX (2,C)
(PE SP 12.5 NON WEAR COURSE MIX (2,C)
(PE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK
fILITY COORDINATION
)JUST FRAME & RING CASTING (SANITARY)
)JUST FRAME & RING CASTING (STORM)
5" BITUMINOUS WALK
CONCRETE WALK
CONCRETE WALK
CONCRETE DRIVEWAY PAVEMENT
CONCRETE VALLEY GUTTER
DNCRETE CURB & GUTTER DESIGN B618
EDESTRIAN CURB RAMP
2UNCATED DOMES
STALL MAIL BOX SUPPORT
XO9 11V
AIL BOX SUPPORT
AIL BOX (TEMPORARY)
=PAIR DOG FENCE
2AFFIC CONTROL
GN PANELS TYPE C & D
DNIFEROUS TREE 8' HT. B &B
ECIDUOUS TREE 2.5" CAL B &B
LT FENCE, TYPE MACHINE SLICED
LTER LOG TYPE WOOD FIBER BIOROLL
MPORARY ROCK CONSTRUCTION ENTRANCE
'lflflHAll TIJnr 1 A\A /AI /IAIll1 T/lf]C/lll 0 rroT
N
•
cll
Ct
O p
m
Valley Park Funding Source
I
00006$
00 00Z'L$
$1,350.00 1
$1,045.00 1
LI
1 o0 o$
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
00
00•0$
I o0 0$
oo•000`5$
00
00•0$
00
I o0 0$
Estimated
Total
Quantity
0L
0E
0E
00
00
00
00
00
00
00
00000'6$
00
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00005$
00005$
00
00•005'b$
OO OOL'Z$
00 0017'S$
00006$
000SL$
00000'6$
Schedule A Total - Surface Improvements $2,667,275.00
00 006'17$
00
00
I OO OSL'9E$
Schedule B Total - Sanitary Improvements $41,650.00
Estimated
Total
Quantity
00 OS L$
00 SS$
000'E
000'E
oos'
oos`
SL
SL
oos'
617
VV VV 104)
00 •$
lJ NI
617
HOV3
Bid Unit Price
OO•OSZ$
OO
SL 0$
OS l.$
OS L$
00
$12.001
$10.00
loo s$
$100.001
00SLL$
0000 L' l.$
IOO OSL$
=MOVE HYDRANT 1
HOV3
HOV3
Id NI
lJ NI
Id NI
lJ NI
Id NI
lJ NI
Id OS
HOV3
HOV3
HOV2
HOV3
Description
WEMENT MESSAGE (RT ARROW) - PAINT 1
WEMENT MESSAGE (RT ARROW) - EPDXY
SOLID LINE WHITE - PAINT 1
SOLID LINE WHITE - EPDXY
DOUBLE SOLID LINE YELLOW - PAINT 1
DOUBLE SOLID LINE YELLOW - EPDXY
'." SOLID LINE WHITE - EPDXY 1
'." SOLID LINE WHITE - PAINT
ROSSWALK MARKING - POLY PREFORM (GROUND IN) 1
1
s1ua
EMOVE CASTING ASSEMBLY
-IIMNEY SEAL 1
ECONSTRUCT SANITARY MANHOLE 1
;STING ASSEMBLY (SANITARY)
I
00006$
00 00Z'L$
$1,350.00 1
$1,045.00 1
00006$
00
$12,500.00
00
00
00
00 005'L$
00 005'17$
VV VVV I .11
00 000'2$
009
008' L
6L
001.
OS . 0
0L
0L
0E
0E
00
00
00
00
00
00
00
00000'6$
00
00
00
00
VV V.n
00
Sb
OS L$
OO b$
00 OS L$
00 SS$
00
00.
00
00
00005$
00005$
o0
$150.001
VV VV 104)
00 •$
lJ NI
Id NI
HOV3
HOV3
HOV3
NOl
LUMP SUM
HOV3
HOV3
HOV3
HOV3
HOV3
fiJ v7
HOV2
EMOVE WATER SERVICE PIPE
=MOVE WATER MAIN 1
EMOVE GATE VALVE AND BOX 1
EMOVE CURB STOP AND BOX 1
=MOVE HYDRANT 1
RANULAR FOUNDATION AND /OR BEDDING 1
EMPORARY WATER SERVICE
)JUST VALVE BOX 1
)JUST HYDRANT
ECONSTRUCT VALVE BOX 1
JRB BOX REPAIR
)JUST CURB BOX 1
DNNECT TO EXISTING WATER MAIN
'IAIAICIlT T/l \A /A1=173 CCO \ /I/l
ct
co
fJ
E
� U
U (,., $191,095.00 1
Water Main Fund
Estimated Total Cost
$10,500.00
00 09L'17$
00009'£$
00 00Z`L$
$4,750.00
00
$12,000.00
00 008'Z$
00 009`9L$
00
00 00Z'17$
0000 L'6$
Estimated
Total
Quantity
6L
c, ,
,r
6L
009
08
008'
09L
009'Z
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
00
00
00
00
$10,800.00
00
00
00
00
00
1 00'0$
Schedule C Total - Water Main Improvements $19,800.00
Estimated
Total
Quantity
9£
Bid Unit Price
00009'£$
00 09Z$
$1,200.001
$1,800.00
00 09Z$
0000£$
O0
$35.00
OO Zb$
$23.00
00 8Z$
109£$
vrun
HOV3
HOV3
HOV3
HOV3
HOV3
HOV3
Id NI
lJ NI
Id NI
lJ NI
O) OS
POUND
Description
{DRANT
CORPORATION STOP
GATE VALVE AND BOX
GATE VALVE AND BOX
CURB STOP AND BOX
RIGATION SYSTEM REPAIR
TYPE K COPPER PIPE
WATER MAIN DUCTILE IRON CL 52 - POLYWRAP
WATER MAIN DUCTILE IRON CL 52 - POLYWRAP
WATER MAIN - PVC C900
POLYSTYRENE INSULATION
JCTILE IRON FITTINGS - EPDXY COATED
ct
co
Valley Park Funding Source
w
Water Main Fund
Estimated Total Cost
o0
o0
o0
o0
o0
00
00
00
o0
00
o0
1 oo•o$
$196,095.00
$19,609.50
$215,704.50
$51,769.08
8S'£LVL9Z$
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
$13,975.001
00
00 SZ9'S$
00000'9$
00
00 005'b$
$17,400.001
00
00
00
00000'6$
Schedule D Total - Storm Sewer Improvements - Clay's Acres $129,555.00
SUBTOTAL - TOTAL BASE BID CONSTRUCTION COSTS + CONTINGENCIES $3,144,108.00
+24% INDIRECT $754,585.92
GRAND TOTAL - BASE BID CONSTRUCTION COST + CONTINGENCY + INDIRECT $3,898,693.92
Estimated
Total
Quantity
SlZ
V
SZ
M
6Z
09
Bid Unit Price
00 S9$
00005$
$225.001
00
$1,200.001
$1,500.00
00009$
00 OSL$
OS 6$
00 OS l.$
00 I. $
1>un
Id NI1
HOV3
Id NI1
lJ NI1
HOV3
HOV3
HOV3
HOV3
O) OS
O) no
HOV3
Description
;' RC PIPE SEWER DESIGN 3006 CLASS III
DNNECT TO EXISTING STORM SEWER
DNSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020
DNSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020
DNSTRUCT DRAINAGE STRUCTURE DESIGN G
DNSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1
;STING ASSEMBLY (CATCH BASIN)
;STING ASSEMBLY (STORM MANHOLE)
EOTEXTILE FABRIC TYPE IV
;NDOM RIPRAP CLASS IV TYPE SPECIAL (FIELDSTONE)
FORM DRAIN INLET PROTECTION
Valley Park Funding Source
z
N
•
w
Water Main Fund
Estimated Total Cost
00
00000'9$
00000'9$
00
00
00
00 L'£$
00
00006' L$
00
00
00
00
00'0$
00
00
00
00
00'0$
00000'80£$
00
$184,800.00
00
00
$10,000.00
00
00
00
00
Estimated
Total
Quantity
OZ
OZ
00 L'Z
SZ£
OSO'Z
28,000
23,100
009'£
Street Improvement Fund and
Special Assessments
Estimated Total Cost
$110,300.00 1
$5,100.00
$5,100.00
00 OSL'£$
00 00S'6$
00•00Z'9917$
00005'17$
00006 L$
00 OS0'614
00'0017'£6$
00006' L$
00090$
00 OZ17$
$12,600.00
$21,720.00
$15,000.00
00'000'617$
00'006'17$
$43,750.00
00 09L'£Z$
$43,450.00
$31,600.00
00 060'1717$
00
00
$47,250.00
00
$58,250.00
00 000'LZ$
Estimated
Total
Quantity
L6
LL
OSZ'
OSL
46,620
000'£
OSS
SL L'8
OS£'£Z
9L
8Z
8Z
00Z'17
10,860
00
0617
0176
0SL'
091.'3
006'£
006'£
0£17'£
000'
9 6£
091.
0£E'Z
13,500
Bid Unit Price
SluZ'
$110,300.001
1 00'00£$
0000£$
00
$10. 001
$10.00
OS'L$
00
00
0017$
00'SZ$
000$
$15.001
00
00
$15,000.001
$100.
$35.001
1 00 SZ$
00'66$
00•66$
00'8$
00 L$
OS
$10,000 001
1 00 OS 6$
$125.001
OO SZ$
00
Vin
LUMP SUM
33211
3 aLL
13 NI
Id NI
13 NI
Id OS
Id OS
O) OS
O) OS
HOV3
HOV3
HOV3
Id NI
Id NI
LUMP SUM
HOV3
HOV3
13 OS
O) no
Ole no
O) no
O) no
O) OS
LUMP SUM
ROAD STA
2ifOH
WOW
GALLONS
Description
OBILIZATION 1
1 JN12i`d3-
RUBBING 1
DOT CUTTING
EMOVE STONE RETAINING WALL 1
EMOVE & REPLACE CONCRETE CURB & GUTTER
EMOVE CONCRETE WALK 1
EMOVE BITUMINOUS WALK
EMOVE CONCRETE DRIVEWAY PAVEMENT 1
EMOVE BITUMINOUS DRIVEWAY PAVEMENT
EMOVE SIGN 1
EMOVE MAILBOX SUPPORT
EMOVE MAILBOX 1
\WING CONCRETE PAVEMENT (FULL DEPTH)
\WING BITUMINOUS PAVEMENT (FULL DEPTH) 1
\LVAGE AND REINSTALL LANDSCAPE STRUCTURES
\LVAGE AND REINSTALL MAILBOX 1
\LVAGE AND REINSTALL FENCE 1
\LVAGE AND REINSTALL BRICK PAVERS 1
DMMON EXCAVATION
JBGRADE EXCAVATION 1
ELECT GRANULAR BORROW (CV) 1
JPSOIL BORROW 1
EOTEXTILE FABRIC TYPE V
EWATERING 1
JBGRADE PREPARATION 1
FREET SWEEPER (WITH PICKUP BROOM) 1
131H
4LCIUM CHLORIDE
z
N
•
z
N
•
w
Water Main Fund
Estimated Total Cost
0o
00
00
00
00
00
00
00
00
00
00
00009'9$
00000'9$
$126,000.00
00
00
00
00
00
00
00
00
00
00'0$
00
00
00
00
00'0$
VV VrL PL.",
00 0$
Estimated
Total
Quantity
0
000'1.
009'£
c
c
u
c
c
Street Improvement Fund and
Special Assessments
Estimated Total Cost
$15,400.00
0009£$
0000 6'£Z 6$
00 01.0'0Z$
$516,025.00
00 9ZL'Zb9$
00 00Z'809$
00
00
$15,500.00
00 09L'Z$
00 009'L$
$13,200.00
00
00009'61•$
$188,000.00
00099'8$
$10,880.00
00 0917' 1•$
00'0917' 1•$
00 006'Z$
$10,320.00
$7,125.00
$15,000.00
00001•' 41•$
00 00Z'17$
00006'£$
00
0000£'£$
VV l/107 YYY.D
00 009'6$
Estimated
Total
Quantity
0179'1.
9LI
123,100
OL9'9
6£9'0 I
9L9'£ 6
24,200
08
6£
099
009'1.
00Z'Z
00Z'L
00£
008'81.
66
ZLZ
6Z
6Z
6Z
969
L9
176
£6
006'6
006'6
VJO frO
66
Bid Unit Price
$10.001
00
001
00
00617$
$47.00
00
00
00009$
00009$
00
00'9$
00'9$
00
0099$
$10.001
1 00 0917$
00017$
0009$
00'09$
$100.001
1 00 on
00
$15,000.001
00006'66$
0000£$
0000£$
00'Z$
00
,_Jr c.n
00
1run
13 N1
O) OS
O) OS
GALLON
NOl
NOl
O) OS
LUMP SUM
HOV3
HOV3
13 OS
13 OS
13 OS
O) OS
O) OS
13 N1
HOV3
13 OS
HOV3
HOV3
HOV3
HOV3
HOV3
LUMP SUM
LUMP SUM
33211
33211
13 N1
13 N1
Lln VJ
HOV3
Description
ILL BITUMINOUS STEP JOINT (1.5 ")
ILL BITUMINOUS PAVEMENT (1.5 ")
TUMINOUS PAVEMENT RECLAMATION
TUMINOUS MATERIAL FOR TACK COAT
(PE SP 12.5 WEARING COURSE MIX (2,C)
(PE SP 12.5 NON WEAR COURSE MIX (2,C)
(PE SP 9.5 WEARING COURSE MIX (2,B) 3.0" THICK
fILITY COORDINATION
)JUST FRAME & RING CASTING (SANITARY)
)JUST FRAME & RING CASTING (STORM)
5" BITUMINOUS WALK
CONCRETE WALK
CONCRETE WALK
CONCRETE DRIVEWAY PAVEMENT
CONCRETE VALLEY GUTTER
DNCRETE CURB & GUTTER DESIGN B618
EDESTRIAN CURB RAMP
2UNCATED DOMES
STALL MAIL BOX SUPPORT
XO9 11V
AIL BOX SUPPORT
AIL BOX (TEMPORARY)
=PAIR DOG FENCE 1
2AFFIC CONTROL
GN PANELS TYPE C & D 1
DNIFEROUS TREE 8' HT. B &B
ECIDUOUS TREE 2.5" CAL B &B 1
LT FENCE, TYPE MACHINE SLICED
LTER LOG TYPE WOOD FIBER BIOROLL 1
MPORARY ROCK CONSTRUCTION ENTRANCE
'lflflHAll T\/nr 1 A\A /AI /IAII"I T/lf]C/lll 0 rroT
z
N
•
I
00 059'L$
00 000'Zb$
00 006'E$
00 596'2$
LI
1 o0 o$
Water Main Fund
Estimated Total Cost
00
00
00
00
00
00
00
00•0$
I o0 0$
00'09L`89L$
00
00•0$
00
00'0$
Estimated
Total
Quantity
LL
ZE
ZE
91.
00
00
00
00
00
00
00
00 0017'6$
00
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00005$
00005$
00
00•005'b$
00 00L'Z$
00 0017'S$
OO Z60' 1.$
000 L6$
1 00006'6$
Schedule A Total - Surface Improvements $3,785,147.00 1
00005'9$
00
00
$48,750.00
Schedule B Total - Sanitary Improvements $55,250.00 1
Estimated
Total
Quantity
$150.001
1 00 SS$
000'E
000'E
oos'
002' 1.
L6
L6
026' 1.
S9
VV VV lo 4)
00
lJ NI
S9
HOV3
Bid Unit Price
OO•OSZ$
OO
SL 0$
OS 1.$
OS L$
00
$12.001
$10.00
I00 S$
$100.001
00SLL$
OO 001.'1.$
loo OSL$
=MOVE HYDRANT 1
HOV3
HOV3
Id NI
lJ NI
Id NI
lJ NI
Id NI
lJ NI
Id OS
HOV3
HOV3
HOV2
HOV3
Description
WEMENT MESSAGE (RT ARROW) - PAINT 1
WEMENT MESSAGE (RT ARROW) - EPDXY
SOLID LINE WHITE - PAINT 1
SOLID LINE WHITE - EPDXY
DOUBLE SOLID LINE YELLOW - PAINT 1
DOUBLE SOLID LINE YELLOW - EPDXY
'." SOLID LINE WHITE - EPDXY 1
'." SOLID LINE WHITE - PAINT
ROSSWALK MARKING - POLY PREFORM (GROUND IN) 1
1 s1ua
EMOVE CASTING ASSEMBLY
-IIMNEY SEAL 1
ECONSTRUCT SANITARY MANHOLE 1
;STING ASSEMBLY (SANITARY)
I
00 059'L$
00 000'Zb$
00 006'E$
00 596'2$
00000'9$
00
00
00
00
00
00
00 002'14
VV VVG JY.D
00•000'91.$
00 L'S
005'0
9Z
E91.
OZ
OSE
LL
LL
ZE
ZE
91.
00
00
00
00
00
00
00
00 0017'6$
00
00
00
00
vv v.n
00 0$
Lb
OS L$
OO b$
$150.001
1 00 SS$
00 00E$
o0
00
00
00005$
00005$
o0
$150.001
VV VV lo 4)
00
lJ NI
Id NI
HOV3
HOV3
HOV3
NOl
LUMP SUM
HOV3
HOV3
HOV3
HOV3
HOV3
n.Jv
HOV2
EMOVE WATER SERVICE PIPE
=MOVE WATER MAIN 1
EMOVE GATE VALVE AND BOX 1
EMOVE CURB STOP AND BOX 1
=MOVE HYDRANT 1
RANULAR FOUNDATION AND /OR BEDDING 1
EMPORARY WATER SERVICE
)JUST VALVE BOX 1
)JUST HYDRANT
ECONSTRUCT VALVE BOX 1
JRB BOX REPAIR
)JUST CURB BOX 1
DNNECT TO EXISTING WATER MAIN
'IAIAICIlT T/l \A /A1=173 CCO\ /in
ct
E
1
�
U
$787,315.00 1
Water Main Fund
Estimated Total Cost
00 000'OL$
OO OSL'O17$
00•000'17Z$
00 008'L£$
OO OSL'O17$
00
$102,000.00
00008'6$
00 009'SL$
00 008'L6 L$
00008'6$
1 00•009'9Z$
Estimated
Total
Quantity
OZ
£9L
OZ
LZ
£9L
00 L'S
08Z
008'
009'8
OS£
009'L
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
00
00
00
00
$15,900.00
00
00
00
00
00
00'0$
Schedule C Total - Water Main Improvements $25,300.00
Estimated
Total
Quantity
$1,500.001
00 OSZ'SZ L$
00 06Z'L£$
$1,080.00
00'088'S$
£S
S17£'Z
L£
L£
b£
SSE'
Bid Unit Price
00005'£$
00
$1,200.001
$1,800.00
00 0SZ$
0000£$
O0
$35.00
OO Z17$
$23.00
00 8Z$
IOS £$
�>un
HOV3
HOV3
HOV3
HOV3
HOV3
HOV3
Id NI
lJ NI
Id NI
lJ NI
O) OS
POUND
Description
{DRANT 1
CORPORATION STOP
GATE VALVE AND BOX 1
GATE VALVE AND BOX
CURB STOP AND BOX 1
RIGATION SYSTEM REPAIR
TYPE K COPPER PIPE 1
WATER MAIN DUCTILE IRON CL 52 - POLYWRAP
WATER MAIN DUCTILE IRON CL 52 - POLYWRAP 1
WATER MAIN - PVC C900
POLYSTYRENE INSULATION 1
JCTILE IRON FITTINGS - EPDXY COATED
1
1000$
$12,820.00
00
00
00
00
$21,625.001
$18,000.001
1 00 009'LOZ$
00000'£E$
00
00
00
00
00
00
O L17'9
ELL
bbl.
WE'LL.
OOZ'Z
loo S£0'L$
00
00 058'0 L$
OO SL8'£$
$23,250.001
$13,550.00
00
00
00
00
$1,500.001
00 OSZ'SZ L$
00 06Z'L£$
$1,080.00
00'088'S$
00 0017'Z$
S17£'Z
L£
L£
b£
SSE'
„,
SL L'17
0£ L' L
0£
0174
OS
100£$
00 Z$
OO OS£$
00
00 OSL$
$1 0.001
$125.001
$125.001
$12.001
$15.001
00 OSL$
00
00'££$
$36.001
00 Z17$
00817$
ld NI
lJ NI
HOV3
HOV3
HOV3
lJ NI
HOV3
HOV3
Id NI
lJ NI
HOV3
Id NI
Id NI
Id NI
Id NI
Id NI
EMOVE SEWER PIPE (STORM)
EMOVE PVC DRAIN TILE
EMOVE DRAINAGE STRUCTURE 1
EMOVE CASTING ASSEMBLEY
ECONSTRUCT DRAINAGE STRUCTURE 1
TCH CLEANING
TP PIPE DRAIN CLEAN OUT 1
TP PIPE DRAIN CLEAN OUT 1
PERFORATED THERMOPLASTIC (TP) DRAIN PIPE 1
(TP) PIPE DRAIN
i' RC PIPE APRON WITH TRASH GUARD 1
i' RC PIPE SEWER DESIGN 3006 CLASS V
4" RC PIPE SEWER DESIGN 3006 CLASS III 1
" RC PIPE SEWER DESIGN 3006 CLASS III
4" RC PIPE SEWER DESIGN 3006 CLASS III 1
)" RC PIPE SEWER DESIGN 3006 CLASS III
ct
z
N
•
w
Water Main Fund
Estimated Total Cost
o0
o0
00
00
00
00
00
00
00
00
00
1 00 s6z$
$1,849,110.00
$184,911.00
$2,034,021.00
$488,165.04
$2,522,186.04
Estimated
Total
Quantity
Street Improvement Fund and
Special Assessments
Estimated Total Cost
00
$14,500.00
00•SZb'SZ$
00 008'ZE$
$1,200.001
00 000'Zi7
00 00Z'iE$
00 1.1.$
$18.001
00 NZ$
00056'9 6$
Schedule D Total - Storm Sewer Improvements - Clay's Acres $428,388.00
SUBTOTAL - TOTAL BASE BID CONSTRUCTION COSTS + CONTINGENCIES $4,723,493.50
+24% INDIRECT $1,133,638.44
GRAND TOTAL - BASE BID CONSTRUCTION COST + CONTINGENCY + INDIRECT $5,857,131.94
Estimated
Total
Quantity
l.EZ
6Z
E U.
Z8
8Z
LS
Si.
Z6
E66
Bid Unit Price
0059$
00005$
$225.001
00
$1,200.001
$1,500.00
00009$
00 OSL$
0S l.$
00 OS l.$
00056$
1>un
Id NI
HOV3
Id NI
lJ NI
HOV3
HOV3
HOV3
HOV3
O) OS
O) no
HOV3
Description
;' RC PIPE SEWER DESIGN 3006 CLASS III
DNNECT TO EXISTING STORM SEWER
DNSTRUCT DRAINAGE STRUCTURE DESIGN 48 -4020
DNSTRUCT DRAINAGE STRUCTURE DESIGN 60 -4020
DNSTRUCT DRAINAGE STRUCTURE DESIGN G
DNSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1
;STING ASSEMBLY (CATCH BASIN)
;STING ASSEMBLY (STORM MANHOLE)
EOTEXTILE FABRIC TYPE IV
;NDOM RIPRAP CLASS IV TYPE SPECIAL (FIELDSTONE)
FORM DRAIN INLET PROTECTION
z
N
•
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13-02
WSB Project No. 2109 -021
APPENDIX C
Assessment Map ID — 204 Street
Assessment Map ID — Clay's Acres
Assessment Map ID — Valley Park
Preliminary Assessment Roll
/ / / �
/ x
`-^./// ~~
// �� ,,
11
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PARK /OPEN SPACE
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
7384 UPPER 164TH ST W
7400 UPPER 164TH ST W
7428 UPPER 164TH ST W
7446 UPPER 164TH ST W
7462 UPPER 164TH ST W
7478 UPPER 164TH ST W
7250 UPPER 164TH ST W
7266 UPPER 164TH ST W
7280 UPPER 164TH ST W
7300 UPPER 164TH ST W
7322 UPPER 164TH ST W
6965 UPPER 164TH ST W
16412 GANNON AVE
16420 GANNON AVE
16432 GANNON AVE
16446 GANNON AVE
16468 GANNON AVE W
16474 GANNON AVE
16482 GANNON AVE
16490 GANNON AVE
16498 GANNON AVE
7119 UPPER 164TH ST W
7087 UPPER 164TH ST W
7071 UPPER 164TH ST W
7389 167TH ST W
7415 167TH ST W
16692 GLADIOLA AVE
16560 GLADIOLA AVE
16540 GLADIOLA AVE
7390 165TH ST W
7334 165TH ST W
7318 165TH ST W
7284 165TH ST W
7260 165TH ST W
7246 165TH ST W
16638 GENESEE AVE W
16630 GENESEE AVE W
16614 GENESEE AVE W
A'1 HAV HaS [t [D 00991
16598 GENESEE AVE W
16570 GENESEE AVE W
6969 164TH ST W
6947 164TH ST W
ZIP CODE
IISZS
bSZSL
6bZS
6bZS
6bZS
890SS
bSZS
bSZS
890SS
ZSZS
55124
LSZS
OLZS
OLZS
OLZS
OLZS
OLZS
OLZS
890SS
00ZS
00ZS
9IZS
SSZS
SSZS
890SS
Z£IS
890SS
H ZS S
890SS
9LZS
890SS
LLZS
LLZS
LLZS
6LZS
ObZS
ObZS
55068 -5240
ZZTSS
55068 -5228
55068 -5228
55044 -9047
55068 -1964
55068 -1964
CITY /STATE
1 MAIINI1OIAIHSO2I
DALLAS TX
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI JMfIOIAIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
LAKEVILLE MN
MAI IM1OYAIJSO2I
APPLE VALLEY MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J,I�IIlOY�I�SO2I
ROSEMOUNT MN
ROSEMOUNT MN
MAI J T lOIAIJSO2I
MAI .IM 1OIAIJSO2I
MAI 1NIlOIAIJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J MIlOIAIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
MAI INIlOIAIJSO2I
MAI .IM 1OIAIJSO2I
MAI 1NIlOIAIJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
MAI JMfIOIAIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
MAI JNIlOIAIJSO2I
MAI .IM 1OIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI NVrDVa
ROSEMOUNT MN
MAI JNIlOIAIJSO2I
LAKEVILLE MN
MAI 1NIlOIAIJSO2I
Ni/\I LIN11O1/\IJSO21
FEE OWNER ADDRESS
7384 UPPER 164TH ST W
14221 DALLAS PKWY STE 1000
7428 UPPER 164TH ST
7446 UPPER 164TH
7462 UPPER 164TH ST W
7478 UPPER 164TH ST W
7250 UPPER 164TH ST
7266 UPPER 164TH ST W
7280 UPPER 164TH ST W
7300 UPPER 164TH ST W
PO BOX 240821
6965 UPPER 164TH ST W
16412 GANNON AVE
16420 GANNON AVE
16432 GANNON AVE
16446 GANNON AVE
16468 GANNON AVE W
16474 GANNON AVE
16482 GANNON AVE S
16490 GANNON AVE
16498 GANNON AVE W
7119 UPPER 164TH ST W
7087 UPPER 164TH ST W
7071 UPPER 164TH ST W
7389 167TH ST W
7415 167TH ST W
16692 GLADIOLA AVE N
16560 GLADIOLA AVE W
15347 CHILI CT
7390 165TH ST W
7334 165TH ST E
7318 165TH ST W
7284 165TH ST W
7260 165TH ST W
7246 165TH ST W
16638 GENESEE AVE
16630 GENESEE AVE
16614 GENESEE AVE W
1763 GABBRO TRL
16598 GENESEE AVE
16570 GENESEE AVE W
20195 HOLYOKE AVE
6969 164TH ST W
6947 164TH ST W
FEE OWNER
LYNETTE MULVIHILL
:AL NATIONAL MORTGAGE ASSOCIATION
JASON & MELISSA J REEVES
PAMELA A ANDERSON
STEWART & DARLENE AGERTER
TORT MATASCASTILLO KIDWELL
BRYAN L & CAROL ANTONELL
)IDIIS HRI[l' I
BRANDON HAUGEN
DAVID P & PATRICIA I SCHULZ
TIMOTHY POPE
DALE R & DIANA J HARVEGO
MATTHEW & DANA DOLAN
STEVEN J & SUSAN BLEICHNER
NORMAN & MARLENE WELCH
MELISSA M BLEICHNER
STEPHEN L POPE
JOHN BECONOVICH
JEFFREY S & SHARON M GREEN
LAWRENCE & EVELYN SARFF
JEROME E II LANNING
MICHAEL W & LISA A PERSONS
ROBERT W & CARRIE L MONTEY
PETER E JOHNSON
JACOB SUNDQUIST
OLIVE M CONNOR
JOSE & KELLY R SANDCHEZ
RICHARD L & VICTORIA MCINTIRE
DYLAN D & ANGELEEN C ROHDA
ROBERT D & PATRICIA YOST
ARNOLD & PATRICIA ANDERSEN
RYAN & JESSIKA BELL
RYAN S & JESSICA SMITH
JATTHEW C & CHRISTIN STARLAND
RICHARD & JANIS JOKINEN
RICHARD L JOHNSON
NN M WOLANDER & SCOTT A NELSON
JAMES A & BREE J HILL
'IICHAEL B & LYNDA D SCHOMAKER
MICHAEL T NUNDAHL
DAVID M MAYNARD
CITY OF LAKEVILLE
GREGORY A & GAIL POPEHN
LISA A THEISEN
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
6950 164TH ST W
6940 164TH ST W
6900 164TH ST W
16195 GAUNTLET CT
7290 UPPER 162ND ST W
7270 UPPER 162ND ST W
7491 162ND ST W
7489 162ND ST W
7467 162ND ST W
7443 162ND ST W
16318 GANNON AVE W
16326 GANNON AVE
16344 GANNON AVE
16362 GANNON AVE W
16380 GANNON AVE
16398 GANNON AVE
16297 GANNON AVE S
16319 GANNON AVE
16323 GANNON AVE
16333 GANNON AVE
16347 GANNON AVE
16367 GANNON AVE
16375 GANNON AVE
16405 GANNON AVE
16411 GANNON AVE
16433 GANNON AVE
16447 GANNON AVE
16451 GANNON AVE
16455 GANNON AVE
7245 UPPER 164TH ST W
7261 UPPER 164TH ST W
7273 UPPER 164TH ST W
16490 GENESEE CT
16462 GENESEE CT
16444 GENESEE CT
16436 GENESEE CT
16422 GENESEE CT W
16419 GENESEE CT W
16433 GENESEE CT W
16441 GENESEE CT
16453 GENESEE CT
16467 GENESEE CT W
7075 163RD ST W
7095 163RD ST W
ZIP CODE
S961
S961
S961
090I
55068 -1027
55068 -1027
89088
SZZZ£
55044
L£OI
L£ZS
L£ZS
L£ZS
L£ZS
£ZISS
L£ZS
89088
9£ZS
9£ZS
9£ZS
55044
9£ZS
9£ZS
S£ZS
S£ZS
S£ZS
S£ZS
S£ZS
S£ZS
£SZS
£SZS
£SZS
60ZS
60ZS
60ZS
60ZS
60ZS
60ZS
60ZS
60ZS
89088
60ZS
55068 -1054
bSOi
CITY /STATE
NISI 1NflOIAIJSO>I
NIAI I Nl1O1AIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NISI ,L IIDIAIJSO>I
NISI JNf 1OIAIJSO2I
ROSEMOUNT MN
JACKSONVILLE FL
LAKEVILLE MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI NVrDVH
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J,N11OIAIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NISI INflOIAIJSO>I
NISI INf 1OIAIJSO>I
NISI 1NflOIAIJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI I Nl1OIAIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NISI INflOIAIJSO>I
NISI INf 1OIAIJSO>I
NISI 1NflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NIAI JI�IIIOIAISO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NISI .INflOIAIJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NISI JMI lOIAIHSO2I
ROSEMOUNT MN
FEE OWNER ADDRESS
6950 164TH ST W
6940 164TH ST W
6900 164TH ST W
16195 GAUNTLET CT
7290 UPPER 162ND ST W
7270 UPPER 162ND ST W
7491 162ND ST W
12572 MASTERS RIDGE DR
9281 ICOSA ST
7443 162ND ST
16318 GANNON AVE W
16326 GANNON AVE
16344 GANNON AVE
16362 GANNON AVE W
1228 TOWN CENTRE DR
16398 GANNON AVE
16297 GANNON AVE S
16319 GANNON AVE W
16323 GANNON AVE
16333 GANNON AVE
16347 GANNON AVE
16367 GANNON AVE W
16375 GANNON AVE
16405 GANNON AVE
16411 GANNON AVE
16433 GANNON AVE
16447 GANNON AVE
16451 GANNON AVE
16455 GANNON AVE W
7245 UPPER 164TH ST W
7261 UPPER 164TH ST W
7273 UPPER 164TH ST W
16490 GENESEE CT
16462 GENESSE CT
16444 GENESEE CT
16436 GENESSEE CT
16422 GENESEE CT
16419 GENESSEE CT
16433 GENESEE CT W
16441 GENESSEE CT
16453 GENESEE CT
16467 GENESSEE CT
7075 163RD ST
7095 163RD ST W
FEE OWNER
TIMOTHY B & MARIE M THOMAS
ANTHONY T & TAMMY M BRAND
DAVID F SILK
RANDALL B & HOLLY A COOPER
MARK A & CONNIE J LAURN
EDWARD C HENKEMEYER
SOKHOEUN BAUER
GARFIELD & KATHERINE BENSEN
SON LAM LE
DAVID W & KRISTI CARLSON
RICHARD & DARLENE HOCKFORD
JUDITH V EHMCKE
KEVIN R & JANELL R BARTH
JOHN A LAU
DAKOTA COUNTY CDA
ALAN L & CLEO E GENTILI
KELLY L & BRADLEY J TRAYNOR
DENNIS D & KRISTENE HUSTON
TRACY F & AMY L LATUFF
BRICE & GERALDINE MCBRIDE
MARK E & SARA B SCOTT
RICHARD S PERRON
GALEN J & VICKI MEYERS
JEFFREY J & LESLIE B FERGUSON
- 21HAHIAIHMIIH [NNVIU 2 8 UIVNO21
KEVIN L. & SHARON A PRIEBE
THOMAS & KIMBERLY MOSHER
ANDREW J WHEELER
MICHAEL JOHN BERNARD
JENNIFER A STASIAK
MARY L & RICHARD A ROLBIECKI
;TLING DARRELL E REVOCABLE TRUST
CHRISTOPHER J JARVI
JOHN C & DELORES J CORBESIA
ROBERT & DIANE KNAPP
JULITA GARCIA CARLSON
MELVIN R & SHARON L POPE
JUAN LUIS GARCIA MARTINEZ
VINCENT & NANCY C PILATO
MEGAN K & CHAD H LACANNE
WILLIAM JR FINK
JAMES P & NANCY E VICKERMAN
MICHAEL R BYRNES
RYAN L & SHAMRA R PAYNE
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
7175 163RD ST W
16200 GARNER AVE
16190 GARNER AVE
16180 GARNER AVE
16170 GARNER AVE
7215 UPPER 162ND ST W
7235 UPPER 162ND ST W
7250 UPPER 162ND ST W
7230 UPPER 162ND ST W
16195 GARNER AVE
16205 GARNER AVE
16215 GARNER AVE
16225 GARNER AVE
16235 GARNER AVE
7045 163RD ST W
16240 GALENA AVE
7421 162ND ST W
7405 162ND ST W
7395 162ND ST W
16154 GANNON AVE
16158 GANNON AVE
16162 GANNON AVE
16176 GANNON AVE
16188 GANNON AVE S
16218 GANNON AVE
16226 GANNON AVE
16254 GANNON AVE
16274 GANNON AVE
16286 GANNON AVE W
16212 GLADIOLA AVE W
16215 GANNON AVE
16229 GANNON AVE W
16235 GANNON AVE
16255 GANNON AVE
16262 GLADIOLA AVE W
16250 GLADIOLA AVE W
16228 GLADIOLA AVE W
16201 GLENGARY CT
16225 GLENGARY CT
16245 GLENGARY CT
16253 GLENGARY CT
16260 GLENGARY CT
16242 GLENGARY CT
16224 GLENGARY CT W
ZIP CODE
9£01
6S01
6SOI
89088
6S01
9ZOi
55068 -1026
LZOI
LZOI
6801
9101
9101
89088
9101
bSOI
6901
L£OI
L£Oi
SOOI
55044
55068 -5221
55068 -5221
55068 -5221
89088
55068 -5238
55068 -5238
55068 -5206
55068 -5206
55068 -5206
55068 -5213
99ZS
99ZS
99ZS
99ZS
55068 -5213
55068 -5213
55068 -5213
LtZS
55068 -5247
55068 -5247
55068 -5247
55068 -5247
55068 -5247
55068 -5247
CITY /STATE
NIA I N lOIAIJSO2I
NIAI JNIlOIAIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
NY�I iNf lOIAIJSO>I
NIA I N lOIAIJSO>I
NIA I N lOIAIJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
NIAIINflOIAIHSON
ROSEMOUNT MN
ROSEMOUNT MN
NY�I INIlOIAIJSO>I
NIA INflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI 1N1flO1AIHSO21
ROSEMOUNT MN
LAKEVILLE MN
NY�I JJ\IIlOIAIJSO2I
NIA INflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI JNflOINHSO2I
ROSEMOUNT MN
NY�I JJ\IIlOIAIJSO2I
NIA INflOIAIJSO2I
NIA IN lOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI JNflOIAIHSO2I
ROSEMOUNT MN
NY�I JJ\IIlOIAIJSO2I
NIA INflOIAIJSO2I
NIA IN lOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
FEE OWNER ADDRESS
7175 163RD ST W
16200 GARNER AVE
16190 GARNER AVE
16190 GAUNTLET CT
16170 GARNER AVE W
7215 UPPER 162ND ST
7235 UPPER 162ND ST
7250 UPPER 162ND ST
7230 UPPER 162ND ST
16190 GARNER AVE
16205 GARNER AVE
16215 GARNER AVE
16225 GARNER CT
16235 GARNER AVENUE CT
7045 163RD ST W
16240 GALENA AVE
7421 162ND ST W
7405 162ND ST W
7395 162ND ST W
20554 JUNO TRL
16158 GANNON AVE
16162 GANNON AVE
16176 GANNON AVE
16188 GANNON AVE S
16218 GANNON AVE
16226 GANNON AVE
16254 GANNON AVE
16274 GANNON AVE
16286 GANNON AVE W
16212 GLADIOLA AVE
16215 GANNON AVE
16229 GANNON AVE W
16235 GANNON AVE
16255 GANNON AVE W
16262 GLADIOLA AVE W
16250 GLADIOLA AVE
16228 GLADIOLA AVE W
16201 GLENGARY CT
16225 GLENGARY CT
16245 GLENGARY CT
16253 GLENGARY CT
16260 GLENGARY CT W
16242 GLENGARY CT
16224 GLENGARY CT W
FEE OWNER
STEVEN R & JANET L MEWHORTER
THEODORE RICHARD ANDERSON
GERALD G & JOYCELYN GRENZ
HOLLY A COOPER
JOSEPH & JENNIFER GANGELHOFF
BLAISE J & CHERYL D SUFKA
WAYNE A & MARCIA L TOKACH
WENCESLAUS & SIGRID RUHMANN
DALE W & PATRICIA J PESOLA
GERALD G & JOYCELYN GRENZ
SUSAN C STEIN
KENNETH A BRODKE
RICHARD J & NANCY L LUND
WILLIAM M & JAMIE L ANGELOS
HANNA & KATHLEEN NASR
SEAN A THORESON
DANIEL E & BARBARA ROI
JAYME MCCORMICK
PAUL A & MARILYN K OXLEY
LELAND C & JEAN MEYER
SUZANNE SNIDER
RICHARD L & DONNA L LANGE
DONALD W & DELORES M ()MITES
JON ALAN SIMONSON
JOHN C & LOU ANN HOLLIDAY
ALLAN L SR & LEA R MOTZ
DAVID R JR LUKENS
CHRISTOPHER A MILINER
JOHN JR & NANCY J HUBBARD
PAULA J TOWN
DAVID SORENSON
INDARJIT SEEPERSAUD
RICK L & TERESA A CHAMBERLAIN
CYNTHIA A JOHNSON
RYAN SWANSON
RICHARD JR & T D REDDING
JANET LEKSON
JUDITH M JORGENSON
ERIC J & LAURA J HUNTER
GEORGE L & DIANE R JOHNSON
KLAY & SHANDA L JAEGER
ROGER LEE & NANCY M RUTHER
MARC E & GINA M SMITH
ROBERT D & GINGER L PLAUCK
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
16259 GLADIOLA AVE W
16273 GLADIOLA AVE W
16190 GAUNTLET CT
16170 GAUNTLET CT
16150 GAUNTLET CT
16130 GAUNTLET CT
16135 GAUNTLET CT
16155 GAUNTLET CT
16175 GAUNTLET CT
7405 UPPER 167TH CT W
7406 UPPER 167TH CT W
7426 UPPER 167TH CT W
7454 UPPER 167TH CT W
7470 UPPER 167TH CT W
7480 UPPER 167TH CT W
16555 GENESEE AVE W
16567 GENESEE AVE W
16583 GENESEE AVE W
16597 GENESEE AVE W
16599 GENESEE AVE W
16611 GENESEE AVE W
16625 GENESEE AVE W
16637 GENESEE AVE W
16649 GENESEE AVE W
16667 GENESEE AVE W
16695 GERDINE PATH W
7269 167TH ST W
7287 167TH ST W
7301 167TH ST W
7315 167TH ST W
7325 167TH ST W
7337 167TH ST W
7351 167TH ST W
7369 167TH ST W
7375 167TH ST W
16489 GENESEE CT
16494 GLADIOLA AVE W
16472 GLADIOLA AVE W
16460 GLADIOLA AVE W
16446 GLADIOLA AVE W
16438 GLADIOLA AVE W
16430 GLADIOLA AVE W
16412 GLADIOLA AVE W
16398 GLADIOLA AVE W
ZIP CODE
89055
89055
0901
0901 - 89055
0901
0901
0901 - 89055
0901 - 89055
89055
IS01 - 89055
1501
1501
1501
89055
1501
55068 -5207
LZZS - 89055
LZZS - 89055
LZZS - 89055
LZZS - 89055
6£ZS
89055
6£ZS
6£ZS
6£ZS
55068 -5225
ZL£SS
1015
55068 -5134
55068 -5134
55068 -5134
55068 -5134
55068 -5134
55068 -5134
55068 -5146
55068 -5209
55068 -5242
ZbZS - 890SS
55068 -5242
55068 -5242
55068 -5242
89055
55068 -5242
55068 -5260
CITY /STATE
NENI IN1101AIJS02I
NIAI .LI\II 101 AIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
NENI J Il1OYAIJSO2I
NINI ,IN 101AIJS02I
NENI IN1101AIJS02I
NENI IN1101AIJS02I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NENI J Il1OYAIJSO2I
NINI ,IN 101AIJS02I
NENI IN1101AIJS02I
NENI IN1101AIJS02I
ROSEMOUNT MN
ROSEMOUNT MN
NIA' JNI101AIHS02I
ROSEMOUNT MN
NENI HI11O1AIJSO2I
NENI J.N1101AIJSO2I
NENI 1N1101AIJS02I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
PRIOR LAKE MN
NENI J.I\II 01AIJSO2I
ROSEMOUNT MN
NENI JJ\I1101AIJS02I
NIA ,IN 01AIJS02I
NENI 1N1101AIJS02I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
N IAI JNI101AIHS02I
ROSEMOUNT MN
NENI JJ\I1101AIJS02I
NIA ,IN 01AIJS02I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
N IAI JNI10IAIHS02I
FEE OWNER ADDRESS
16259 GLADIOLA AVE W
16273 GLADIOLA AVE W
16190 GAUNTLET CT
16170 GAUNLET CT
16150 GAUNTLET CT
16130 GAUNTLET CT
16135 GAUNTLET CT
16155 GAUNTLET CT
16175 GAUNTLET CT
7405 UPPER 167TH CT W
7406 UPPER 167TH CT W
7426 UPPER 167TH CT W
7454 UPPER 167TH CT W
7470 UPPER 167TH CT W
7480 UPPER 167TH CT W
16555 GENESEE AVE W
16567 GENESEE AVE W
16583 GENESEE AVE W
16597 GENESEE AVE W
16599 GENESEE AVE
16611 GENESSE AVE W
16625 GENESEE AVE W
16637 GENESEE AVE W
16649 GENESEE AVE W
16667 GENESEE AVE
16695 GERDINE PATH
6817 FARICY LN
7287 167TH ST W
7301 167TH ST W
15440 DANVILLE AVE
7325 167TH ST W
7337 167TH ST W
7351 167TH ST W
7369 167TH ST W
7375 167TH ST W
16489 GENESEE CT
16494 GLADIOLA AVE
16472 GLADIOLA AVE
16460 GLADIOLA AVE
16446 GLADIOLA AVENUE
16438 GLADIOLA AVE
16430 GLADIOLA AVE W
16412 GLADIOLA AVE
16398 GLADIOLA AVE
FEE OWNER
KEVIN M & CARRIE A STEINOLFSON
MATTHEW R & SARAH ELLINGSON
RANDALL B & HOLLY COOPER
FREDERICK H & C A CRAWFORD
DAVID L & KAREN L KAPPES
JAMES C & RITA A EDWARDS
SARAH ELIZABETH DANMEIER
TERRANCE W PETERSON
MARK D SALVATI
NATHAN & AMANDA GREENE
SHAUN M & KAMAE A FENWICK
BRENT C THORFINNSON
KEVIN C & MICHELE M HAAS
JOSEPH R & SHEILA S DEGROOT
KEITH HAVERLAND
JACENT VIKTOR FAHLSTROM
LESLIE N & SANDRA K MITCHELL
KENNETH C & KATHLEEN SCHADT
WILLIAM G & BONNIE OLSON
KENNETH R & SUSAN E LARSON
DELAIN & DEBORAH DIEDTRICH
CARIN KLASSE
JONATHAN S COHN
IRENE A SANZONE
NVrDRRIVD SHIAIVf
MICHAEL J & KIM M VANBOXEL
HAROLD C JENSEN
TARA BERGUM
JONATHON M & TRUDI J BEEBE
LOWELL M JR & NANCY LARSON
JEREMY R MITCHELL
MICHAEL M TSTE KOSTECKI
LISA A DEKKER
HOME LOAN MORTGAGE CORPORATION
VS02I [M[21I
KORY F RITTER
ROBERT W & DIANE L MOORE
DANIEL R & AMY S KRAUTBAUER
NEAL & CINDY BACON
MICHELLE R SNOBECK
iCHOTTENBAUER & STEPHANIE A SCHULTZ
MARILYN SIEWERT
NOSGM 1YARIHD 1 V2IVa2IVS
DENNIS F & MARTHA CHVATAL
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
ID HNVIARI[D L££ 91
ID HNVIARIAD £b£91
ID HNVIAINHD S9£9I
ID HNVIARI[D SL£9I
M ID [NVIAI2IHD 18E91
16384 GERMANE CT
ID HNVIARI[D 9L£91
10 HNVIARI[D 89E91
ID HNVIAINAD OS E91
ID HNVIARIAD 0££91
ID HNVIAINHD 8 J £91
ID HNVIARI[D 90E91
16297 GLADIOLA AVE W
16301 GLADIOLA AVE W
16327 GLADIOLA AVE W
16333 GLADIOLA AVE W
16351 GLADIOLA AVE W
16365 GLADIOLA AVE W
16389 GLADIOLA AVE W
16411 GLADIOLA AVE W
16417 GLADIOLA AVE W
16423 GLADIOLA AVE W
16429 GLADIOLA AVE W
16441 GLADIOLA AVE W
16453 GLADIOLA AVE W
16467 GLADIOLA AVE W
16489 GLADIOLA AVE W
16484 GLENGARY CT
16474 GLENGARY CT
16460 GLENGARY CT
16452 GLENGARY CT
16449 GLENGARY CT W
16455 GLENGARY CT S
16469 GLENGARY CT
16479 GLENGARY CT
7350 UPPER 164TH ST W
7368 UPPER 164TH ST W
7059 UPPER 164TH ST W
7045 UPPER 164TH ST W
7021 UPPER 164TH ST W
7009 UPPER 164TH ST W
6975 UPPER 164TH ST W
16463 GANNON AVE
16475 GANNON AVE
ZIP CODE
£bZS
55068 -5243
55068 -5243
890SS
JSOSS
£bZS
55068 -5243
£bZS
890SS
55068 -5243
890SS
55068 -5243
0£ZS
ft ZS
bbZS
890SS
bbZS
bbZS
ft ZS
55068 -5241
890SS
55068 -5241
55068 -5241
55068 -5241
55068 -5241
1 I ZZS
55068 -5241
55068 -5215
55068 -5215
SIZS
55068 -5215
55068 -5215
890SS
SIZS
SIZS
£ZJSS
ISZS
SSZS
890SS
SSZS
SSZS
LSZS
890SS
S£ZS
CITY /STATE
NIA 1NIIOJAJJSO2I
NIAI 1I\I11O1 AIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NEN V2IO1AI
NIA 1 N11OJAJJSO2I
NIA 1NIIOJAJJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
MIA JJ\I11OJAJJSO2I
NIA 1N11O1AIJSO2I
NIA 1NIIOJALJSO2I
NIA 1N1101AIJSO2I
ROSEMOUNT MN
NIAI 1dM11O1AIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
MIA JJ\I11OJALJSO2I
NIA 1N11O1AIJSO2I
NIA 1NIIOJALJSO2I
MAI 1N1101AIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI 1.I IIlOI! IHSO21
ROSEMOUNT MN
MIA JJ\I11OJALJSO2I
NIA 1NI1O1AIJSO2I
NIA 1NIIOJALJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NIAI IIM11O1AIHSO2I
NIAI NVrDVH
ROSEMOUNT MN
MIA IN11O1AIJSO2I
NIA 1NIIOJAJJSO2I
NIA 1NIIOJAJJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
MAI 1NIIO1AIHSO21
ROSEMOUNT MN
FEE OWNER ADDRESS
ID [NIA L [D L££ 91
16343 GERMAINE CT
ID [MVIARL[D S9£9J
ID [MVIARI[D SL£91
2762 SANDY KNOLL LN
16384 GERMAINE CT
16376 GERMAINE CT
Al ID [NIVIARIID 89£91
ID '[MVIARI[D OS£91
16330 GERMAINE CT
16318 GERMAIN CT W
16306 GERMAINE CT
16297 GLADIOLA AVE W
16301 GLADIOLA AVE
16327 GLADIOLA AVE W
16333 GLADIOLA AVE W
16351 GLADIOLA AVE
16365 GLADIOLA AVE
16389 GLADIOLA AVE
16411 GLADIOLA AVE W
16417 GLADIOLA AVE S
16423 GLADIOLA AVE W
16429 GLADIOLA AVE W
16441 GLADIOLA AVE W
16453 GLADIOLA AVE
16467 GLADIOLA AVE W
16489 GLADIOLA AVE W
16484 GLENGARY CT
16474 GLENGARY CT W
16460 GLENGARY CT
16452 GLENGARY CT
16449 GLENGARY CT W
16455 GLENGARY CT S
16469 GLENGARY CT W
16479 GLENGARY CT
1228 TOWN CENTRE DR
7368 UPPER 164TH ST
7059 UPPER 164TH ST W
PO BOX 174
7021 UPPER 164TH ST W
7009 UPPER 164TH ST W
6975 UPPER 164TH ST W
16463 GANNON AVE W
16475 GANNON AVE
FEE OWNER
MICHAEL C & DIANNA L MAJERNIK
ROBERT W JR CLOUTIER
JORGE MONTANO
TIMOTHY & DONNA J BARBER
IRIAN S SMITH & MARILYN SIEWERT
LANCE E & KATHRYN S BALDWIN
FRANK G & LORRAINE HOFFMAN
RYAN J & JESSICA N GINAPP
21aMfilla NHOf
DOROTHY R DALE
SHANE & JENNIFER E GERWING
DAVID A & AMELIA DAKINS
GARY K & DAWNETTE M ARIONUS
STEVE D WENSOLE
KEITH A & LINDA P HAMMEL
ANDO IBARRA & ELIA K IBARRA GOMEZ
HEIDE M PETERSON
ALAN RONALD FANKHAUSER
JASON & KARI POTTER
GREGORY J & LORI M GLITTO
NANCY J GAYDER
KENNETH R & KATHY L FILIPI
JOSEPH J HUSEBY & TINA M TYLER
DONALD L SVOBODA
KYLE J & RHONDA M CARRICO
TIMOTHY A & HEATHER BOEHMER
[OLAS J KADRLIK & JENNIFER A GIRARD
ROBERT E & DIANA L LAWRENCE
JOEL F & MARIA T HARTLE
ZONALD L & BARBARA J HOFFBECK
JAMES MKULSETH
LEE T SIMPSON - SULLIVAN
>SE IRAHETA & BLANCA SANTACRUZ
MATTHEW CARL LANDSOM
JOSE OROZOO GARCIA
DAKOTA COUNTY CDA
BRUCE A & CINDY K HOEFS
vI T III GRAY & MARGARET HOWARD GRAY
)BERT J & BRENDA J CHAMBERLAND
GARY G & BERNICE PITSCHKA
JOHN C & DEBORAH MURPHY
RK S ALEWINE & CYNTHIA J ALEWINE
JAMES E SCHLAEPPI
;COTT A & MNNDY D STANSBARGER
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
7220 UPPER 164TH ST W
7234 UPPER 164TH ST W
6980 UPPER 164TH ST W
7034 UPPER 164TH ST W
7050 UPPER 164TH ST W
7060 UPPER 164TH ST W
7076 UPPER 164TH ST W
7090 UPPER 164TH ST W
16500 GANNON AVE
16510 GANNON AVE
16245 GARNER AVE
16255 GARNER AVE
16275 GARNER AVE
16295 GARNER AVE
16315 GARNER AVE
16335 GARNER AVE
16355 GARNER AVE
16375 GARNER AVE
16395 GARNER AVE S
16415 GARNER AVE
16425 GARNER AVE
16445 GARNER AVE
7140 164TH ST W
7120 164TH ST W
7100 164TH ST W
7080 164TH ST W
7060 164TH ST W
7040 164TH ST W
7020 164TH ST W
7000 164TH ST W
7040 UPPER 163RD ST W
7070 UPPER 163RD ST W
7090 UPPER 163RD ST W
7100 UPPER 163RD ST W
7120 UPPER 163RD ST W
7180 UPPER 163RD ST W
16410 GARNER AVE
7125 164TH ST W
7105 164TH ST W
7085 164TH ST W
7065 164TH ST W
16401 GALENA AVE
16290 GALENA AVE
7070 163RD ST W
ZIP CODE
bSZS
bSZS
BSZS
9SZS
9SZS
9SZS
9SZS
9SZS
££ZS
££ZS
9101
9101
9IOi
9101
ZIOI
ZIOI
ZIOI
ZIOI
890SS
1101
ITOi
1101
55068 -1030
0£01
55068 -1030
££01
55068 -1033
55068 -1033
55068 -1033
55068 -1033
55068 -1064
55068 -1064
55068 -1064
SZOI
SZO1
SZOI
55068 -1013
8001
8001
55068 -1049
55068 -1049
Z£OI
LSO1
6001
CITY /STATE
NIA 1Nl1O1AIJSO2I
NIAI 1N1f 1O1AI�SO21
ROSEMOUNT MN
ROSEMOUNT MN
NY�I iNflOIAIJSO2I
NIA 1NIlOIAIJSO2I
NIA 1Nl1OIAIJSO>I
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J,NI1OIAIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
NY�I iNflOIAIJSO2I
NIA INflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J,NI1OIAIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J,NI1OIAIHSO21
ROSEMOUNT MN
ROSEMOUNT MN
NY�I iNflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NY�I iNflOIAIJSO2I
NIA INflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NISI INIIDIAIHSO21
ROSEMOUNT MN
FEE OWNER ADDRESS
7220 UPPER 164TH ST
7234 UPPER 164TH ST
6980 UPPER 164TH ST W
7034 UPPER 164TH ST W
7050 UPPER 164TH ST W
7060 UPPER 164TH ST
7076 UPPER 164TH ST W
7090 UPPER 164TH ST W
16500 GANNON AVE
16510 GANNON AVE
16245 GARNER AVE
16255 GARNER AVE
16275 GARNER AVE
16295 GARNER
16315 GARNER AVE
16335 GARNER AVE
16355 GARNER AVE
16375 GARNER AVE
16395 GARNER AVE S
16415 GARNER AVE
16425 GARNER AVE W
16445 GARNER AVE W
7140 164TH ST
7120 164TH ST W
7100 164TH ST W
7080 164 ST W
7060 164TH ST W
7040 164TH ST
7020 164TH ST W
7000 164TH ST
7040 UPPER 163RD ST W
7070 UPPER 163RD ST
7090 UPPER 163RD ST W
7100 UPPER 163RD ST
7120 UPPER 163RD ST W
7180 UPPER 163RD ST W
16410 GARNER AVE W
7125 164TH ST W
7105 164TH ST W
7085 164TH ST W
7065 164TH ST
16401 GALENA AVE
16290 GALENA AVE
7070 163RD ST
FEE OWNER
DAVID M HOMSTAD
THOMAS D & JUNE NORDENSTROM
)LEY HURRLE & LAURA QUACKENBUSH
AVERY L & VERONICA L DAVIS
PAUL E & ROBERTA G OSBORNE
NNV)I NNV NVif
NEAL P & AMY R DAWSON
GARY C AMACHER
GARY W & DEBORAH E GARNER
JOSHUA J KIRSCHENMAN
JAMES W & ERICA E MCKNITE
SUSAN MARIE REEVE
DAVID E KLEM
ARNOLD W & KATHLEEN RAPLEY
JAMES P & GLORIA LINDQUIST
21HAHHHD IAI HSINNU NHOf
JERRY W & DIANE E BURGESS
NNSIIVIIX2IVIAI V [I'Ylf 2 8 I 1 MIVIAI
MICHAEL COEN
TRAVIS W & AMY A BROSAM
LANCE E AKOVENKO
ERIC J & SARA JANE WICKOREN
ROBERT L SCHUFT
ERIC K & BETH A SCHULTZ
WILLIAM I & MELISSA ROTEGARD
MARK B & MARY ANDERSON
JON R MADSEN
WM & FRANCES COLLIGNON
PATRICIA COLLEEN THOMAS
DANIEL J & DIANNE L VELASKI
JAMIE L & DANIEL J ZAHN
JAMES P & ELAINE ERB
THOMAS P KETCHAM
BRYAN G & TRACEY L SCHANTZ
iUY & CONSTANCE NORMANDEAU
CHRISTOPHER & M J SHERRARD
,HARLES HARTMAN & ABBY COLES
PAUL R & KRISTI J KATZENMEYER
DENNIS D & CAROL H DENNIE
DAVID A BLADE
DONALD R & K E ELLERTON
JON E & SHEILA KNUDSON
DANIEL J & EILEEN M KOWNSLAR
G21VNAVIAI NVSI1S f CRIVHDI2I
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
COMMERCIAL
COMMERCIAL
RESIDENTIAL
PROPERTY ADDRESS
7140 163RD ST W
7150 163RD ST W
7160 163RD ST W
7180 163RD ST W
16270 GARNER AVE
16290 GARNER AVE
16310 GARNER AVE
16330 GARNER AVE
16350 GARNER AVE
7165 UPPER 163RD ST W
7145 UPPER 163RD ST W
7125 UPPER 163RD ST W
7105 UPPER 163RD ST W
7095 UPPER 163RD ST W
7075 UPPER 163RD ST W
7045 UPPER 163RD ST W
16260 GALENA AVE
16280 GALENA AVE
16300 GALENA AVE W
16310 GALENA AVE
16320 GALENA AVE
16340 GALENA AVE
16360 GALENA AVE
16380 GALENA AVE
7011 164TH ST W
16554 GANNON AVE
16546 GANNON AVE
16520 GANNON AVE
7195 165TH ST W
7213 165TH ST W
7225 165TH ST W
7249 165TH ST W
7228 165TH ST W
7220 165TH ST W
7212 165TH ST W
7190 165TH ST W
16537 GANNON AVE
16551 GANNON AVE
16567 GANNON AVE
16676 GENESEE AVE W
16650 GENESEE AVE W
7467 167TH ST W
7468 167TH ST W
7257 165TH ST W
ZIP CODE
55068 -1034
55068 -1034
55068 -1034
55068 -1034
L101
L101
890SS
S10T
S1OI
55068 -1021
'CU c S
55068 -1021
55068 -1021
55068 -1020
55068 -1020
55068 -1020
55068 -1069
6901
6101
6101
6101
6101
1901
190T
89055
55068 -5233
55068 -5233
55068 -5233
55068 -5280
89055
BLZS
89055
89055
6LZS
6LZS
55024
55068 -5232
Z£ZS
55068 -5232
55068 -5240
ObZS
1LZS
55122
55068 -5201
CITY /STATE
NIA 1Nl1OIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NV�I 1Nl1OIAIJSO2I
NIA JNl1OIAIJSO2I
LAKEVILLE MN
NIA INflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
NIAI NVrDVH
ROSEMOUNT MN
NV�I 1Nl1OIAIJSO2I
NIA 1NIlOIAIJSO2I
NIA 1Nl1OIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J f 1OIAIHSO2I
ROSEMOUNT MN
NV�I 1Nl1OIAIJSO2I
NIA 1N 1OIAIJSO2I
NIA 1Nl1OIAIJSO2I
MAI INflOIAIJSO2I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI J f 1OIAIHSO2I
ROSEMOUNT MN
NIA 1Nl1OIAIJSO2I
NIA 1N 1OIAIJSO2I
MAI H'I'IIA))IV'I
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NEAT NOIDNIIARIVd
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
NIAI NVDVH
NIAI J.N 1OIAIHSO2I
FEE OWNER ADDRESS
7140 163RD ST W
7150 163RD ST
7160 163RD ST W
7180 163RD ST W
16270 GARNER AVE
16290 GARNER AVE
16310 GARNER AVE
16330 GARNER AVE
16350 GARNER AVE W
7165 UPPER 163RD ST
1821 CINNABAR CT
7125 UPPER 163RD ST
7105 UPPER 163RD ST
7095 UPPER 163RD ST W
7075 UPPER 163RD ST
7045 UPPER 163RD ST
16260 GALENA AVE
16280 GALENA AVE
16300 GALENA AVE W
16310 GALENA AVE
16320 GALENA AVE
16340 GALENA AVE
16360 GALENA AVE
16380 GALENA AVE
7011 164TH ST W
16554 GANNON AVE
16546 GANNON AVE
16520 GANNON AVE
7195 165TH ST W
7213 165TH ST W
7225 165TH ST W
7249 165TH ST W
7228 165TH ST W
7220 165TH ST W
7212 165TH ST W
19631 EXCEPTIONAL TRL
16537 GANNON AVE
16551 GANNON AVE
16567 GANNON AVE
16676 GENESEE AVE W
16650 GENESEE AVE
16604 CEDAR AVE
2198 MARILYN AVE
7257165TH ST W
FEE OWNER
ROBERT S & SARAH T HEWITT
RICHARD E & JULIE M BAUM
ALAN GILBERTSON
ALLEN & IONE CHYTRACEK
VERNA PROSSER
BRUCE E HOLTZ
RONALD & NENITA B PET SINGER
TERRY & MARY PETERSON
L JOHNSON & COLLEEN A JAY JOHNSON
ROBERT L JR & B J BOND
I IVGNHA'IH 2I A212IV'I
DWIGHT L BESTUL
AUTUMN R MIES LEHRKE
TYLER J HAHN & TARA J SNYDER
ROBERT J JR & NEITA HOMERIN
NATHAN J REIN
VERDALE KINNEBERG
KAREN K ANDERSON
PAUL F & TERESA A GERLACH
PETER D MEZNARICH
JAMES & VICKY SCHLUTER
!NIE KAY BANG & KELLY CULBERTSON
EORGE W & CHRISTINE LESNIEWSKI
JSHENDAT BHARRAT & KAMLA PAUL
LYDELL A JOHNSON
SANDRA L ROSENFELDT
BETTE L MADSON
MICHAEL A HOFFMEISTER
TIMOTHY J & MISTY K OLSON
DEBRA HOWIE
ALBERT C & MARISA FLURY
JESSICA R KAUFHOLD
fY1O2I V VGt\IVIAIV
JASON A KAPPEL
?ATRICK D & BRIANA K SCHIEBOUT
CLAY T & MINA KAPPEDAHL
STACEY L DRENTLAW
BRUCE W JOHNSON
MATTHEW P BONNERUP
DANIEL V & GILLIAN S BURNS
BRYAN S & SANDRA G TRANDAHL
RONALD J & ANGELA L KVETON
NICOLLET GAS & WASH INC
JASON G SOMDAHL
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
7355 165TH ST W
7371 165TH ST W
7389 165TH ST W
7425 165TH ST W
7439 165TH ST W
7451 165TH ST W
7475 165TH ST W
7480 165TH ST W
7456 165TH ST W
7440 165TH ST W
16685 GLADIOLA AVE
16695 GLADIOLA AVE
16699 GLADIOLA AVE
7350 167TH ST W
7376 167TH ST W
7382 167TH ST W
7416 167TH ST W
7424 167TH ST W
7448 167TH ST W
7481 UPPER 167TH CT W
7469 UPPER 167TH CT W
7453 UPPER 167TH CT W
7425 UPPER 167TH CT W
20953 IRAN AVE
20937 IRAN AVE
20915 IRAN AVE
20899 IRAN AVE
20885 IRAN AVE
20871 IRAN AVE
20857 IRAN AVE
20843 IRAN AVE
20829 IRAN AVE
20815 IRAN AVE W
9869 208TH ST W
9855 208TH ST W
AY1 IS HISOZ 6£86
9819 208TH ST W
9805 208TH ST W
9789 208TH ST W
20999 IXONIA AVE
20975 IXONIA AVE
20953 IXONIA AVE S
20937 IXONIA AVE
20915 IXONIA AVE
ZIP CODE
890SS
ZOZS
ZOZS
£OZS
890SS
55068 -5203
55068 -5203
£ZISS
55068 -5203
55068 -5203
890SS
890SS
890SS
55124
S£IS
S£IS
55068 -5133
55068 -5133
55068 -5133
1S01
890SS
890SS
1S01
55044 -8819
55044 -8819
55044 -8819
55044 -5930
55044 -5923
55044 -5923
55044
55044 -5923
55044 -5923
55044 -5923
55044 -8813
£i88
55044 -8813
92064
55044 -8813
55044 -8811
55044 -7753
55044 -7753
55044 -7753
55044 -7753
55044 -7753
CITY /STATE
NIA INIIO1AIJSO2I
NIAI 1d Il1O1 AIHSO2I
ROSEMOUNT MN
ROSEMOUNT MN
MIA JJ\IIIOIAIJSO2I
NIA 1Nf1O1AIJSO2I
NIA INIIOIAIJSO2I
NIAI NVrDVH
ROSEMOUNT MN
ROSEMOUNT MN
NIA JJ\II1ONJSO2I
ROSEMOUNT MN
NIA JJ\IIIOIAIJSO2I
LAKEVILLE MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
ROSEMOUNT MN
N I A I 1. I� I I 1 O I! � I H S O 21
ROSEMOUNT MN
NIA JJ\IIIOIAIJSO2I
NIA INI1O1AIJSO2I
ROSEMOUNT MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
NIA H'IIIA)IVI
LAKEVILLE MN
LAKEVILLE MN
POWAY CA
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
NIA H'IlIADDIV'I
LAKEVILLE MN
NIA HTIIADDIV'I
FEE OWNER ADDRESS
7355 165TH ST E
7371 165TH ST W
7389 165TH ST W
7425 165TH ST
7439 165TH ST W
7451 165TH ST W
7475 165TH ST W
1228 TOWN CENTRE DR
7456 165TH ST W
7440 165TH ST W
16685 GLADIOLA AVE
16695 GLADIOLA AVE W
16699 GLADIOLA AVE W
7350 167TH ST W
7376 167TH ST W
7382 167TH ST W
7416 167TH ST W
7424 167TH ST W
7448 167TH ST W
7481 UPPER 167TH CT W
7469 UPPER 167TH ST
7453 UPPER 167 CT W
7425 UPPER 167TH CT W
20953 IRAN AVE
20937 IRAN AVE
20915 IRAN AVE
20899 IRAN AVE
20885 IRAN AVE
HAY NV2II IL8OZ
20857 IRAN AVE
20843 IRAN AVE
HAY NV2II 6Z8OZ
20815 IRAN AVE W
9869 208TH ST
9855 208TH ST
9839 208TH ST W
14637 EVENING STAR DR
9805 208TH ST W
9789 208TH ST W
20999 IXONIA AVE
20975 IXONIA AVE
20953 IXONIA AVE S
20937 IXONIA AVE BOX 426
20915 IXONIA AVE
FEE OWNER
SHARON LOIS LEBLOND
PETER F & MARY A STUART
ROBERT J JR SEURER
TSTE MAX & JOANNE M TSTE DARGONTINA
GNV'IOH V2TV)I
3ARLEY R & LORELI N ALEXANDER
MICHAEL J & JAMIE L BAILEY
DAKOTA COUNTY CDA
:EVIN B & GENEVIEVE CARRUTHERS
LINDA & LONNIE HEGNA
DUANE S & KAREN A HAUGE
JEFFERY KARLE
JASON C FOSTER
COLTER K & RACHEL A GIETZEN
KARI JO & JEFFREY D FREEMAN
ALLEN L & MICHELLE M HENKE
KENNETH F & SHARON D EULL
DONALD D JR SCHMIDT
TIMOTHY J HILL
ARTHUR D JR & M ERSFELD
PATRICK G & SUSAN L FRANCIS
SHERRE A PAXON
MARY K GNERER
MARK L & SUSAN A ANDERSON
STANLEY & BETTY HUNECKE
JAMES & BARBARA PENDERGRASS
PAUL DAVID LEBRASSEUR
TIMOTHY J & PATRICIA BANGSUND
CLAUS E & JULIA L MICHELSEN
CASSANDRA D GROB
JAY B & ANN WOLF
VIICHAEL J & MARCEIL SKLUZACEK
MELVIN V TSTE KARNITZ
JAY K SCOVIL
STEPHEN E & JUDITH A BRANT
FRANK & SANDRA J PERILLI
LEROY D & NANCY K STEVES
SCOTT GERALD ERICKSON
;FFERY W AGAN & JENNIFER A AGAN
2IVVN� IOY�I �I If1f ?8 A2I2IHf
ROBERT A & MARY E EUGENE
STEVEN A & DEE ANN ESTEBO
SANDRA L STEADMAN
MARK F & LILLIAN P SATHER
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
JVLLI� UISfl2I
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
20843 IXONIA AVE
20829 IXONIA AVE W
20815 IXONIA AVE
20814 IXONIA AVE
20828 IXONIA AVE W
20842 IXONIA AVE
10321 204TH ST W
10311 204TH ST W
10301 204TH ST W
10291 204TH ST W
10281 204TH ST W
10340 204TH ST W
10330 204TH ST W
10320 204TH ST W
10310 204TH ST W
20999 ISLE AVE
20975 ISLE AVE W
20953 ISLE AVE W
20937 ISLE AVE
20915 ISLE AVE W
20899 ISLE AVE
20885 ISLE AVE W
20871 ISLE AVE
20857 ISLE AVE W
20843 ISLE AVE W
20815 ISLE AVE
20814 ISLE AVE
20828 ISLE AVE W
20842 ISLE AVE
20856 ISLE AVE W
20870 ISLE AVE
20884 ISLE AVE W
20898 ISLE AVE
10361 204TH ST W
10351 204TH ST W
10341 204TH ST W
10331 204TH ST W
9757 208TH ST W
9725 208TH ST W
20765 ISLE CIR
20755 ISLE CIR
20756 ISLE CIR
20766 ISLE CIR
9681 208TH ST W
ZIP CODE
S£88-bb0SS
55044 -8835
55044 -8835
55044
55044 -8834
55044 -8834
55044 -8804
55044 -8804
55044 -8804
55044
55044 -9507
55044 -8804
55044 -8804
55044 -8804
55044 -8804
55044 -5921
55044 -5921
55044 -5921
55044 -5921
55044 -5921
IZ88
55044
55044 -8821
55044
55044 -8821
55044 -8821
55044 -8820
55044 -8820
55044 -8820
55044 -8820
55044 -8820
55044 -8820
55044 -8820
55044 -8804
55044 -8804
55044 -8804
55044 -0770
55044 -8811
55044 -8811
55044 -8822
55044 -8822
55044 -8822
55044 -8822
I£6££
CITY /STATE
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
NENI H'TIIAI)IV'I
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
FORT MYERS BEACH FL
FEE OWNER ADDRESS
20843 IXONIA AVE W
20829 IXONIA AVE W
20815 IXONIA AVE
20814 IXONIA AVE
20828 IXONIA AVE W
20842 IXONIA AVE
10321 204TH ST
10311 204TH ST W
10301 204TH ST W
10291 204TH ST
10281 204TH ST W
10340 204TH ST W
10330 204TH ST W
10320 204TH ST W
10310 204TH ST W
20999 ISLE AVE
20975 ISLE AVE W
20953 ISLE AVE W
20937 ISLE AVE
20915 ISLE AVE
20899 ISLE AVE W
20885 ISLE AVE
20871 ISLE AVE
20857 ISLE AVE W
20843 ISLE AVE W
20815 ISLE AVE
20814 ISLE AVE W
20828 ISLE AVENUE W
20842 ISLE AVE
20856 ISLE AVE W
20870 ISLE AVE
20884 ISLE AVE
20898 ISLE AVE
10361 204TH ST W
10351 204TH ST W
10341 204TH ST
PO BOX 770
9757 208TH ST W
9725 208TH ST W
20765 ISLE CIR
20755 ISLE CIR
20756 ISLE CIR
20766 ISLE CIR
52 DOUBLOON WAY
FEE OWNER
ROBERT D & COLENE FORSBERG
TERRANCE M & DIANA G HENKE
DONALD R JR WILKINSON
PAUL M & HILARY J BAKKER
THOMAS & LINDA ZEIDLER
BENJAMIN M & HEIDI L PREISLER
BENNIE G & LORRAINE RYKS
ddV2I 'IClVd
MARILYN S NICHOLS
ALAN J & KRISTIN M MCHALE
MICHAEL 0 BORGERT
JOHN J & LEAH M STANGER
EMMETT SJOBERG
TIMOTHY & LISA NIEMEYER
JAMES R STEFFEN
COY M & BARBARA K CHELGREN
GARY & VALERIE SPICKLER
KIMBERLY M DEBERGE
TEN M ROSENOW & BARBAR J JOHNSON
GREGORY L & LISA ANN REICHELT
ANTHONY D & LUCINDA GAYLOR
CISCO PADILLA & KARLA DELAROUCHA
2ITIGt'wHO N [ IVNI 2 g � HONN2T V1
KARL W & NANCY OBERG
ZICK C FROMAN & KATHERINE A HOLM
TRENT & RUTH SOBERG
MARY K& DONALD R TS CROSS
JEFFREY A LARSON
MARK W & TAMELLA R FIORE
SARAH M TALCOTT
RANCES E JOLLY & SCOTT A JESTER
TODD R PATTON
MICHAEL & KIMBERLY AMOS
MARIE AUGUSTA TSTE DEAVEN
TERRY R & MAXINE SAUL
RANDOLPH J PETROFSKE
TIMOTHY G WHEATON
1REGORY L & CARLA R CARPENTER
JAMES P & RENEE M JANSEN
MICHAEL & SHARON NORD
DONALD L & DIANE PRUTER
SEVERA ELIZABETH JASSO
CARL W & MARCELLINE RICE
,ARRY A AUSTAD & VICKI J DRAKE
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL 1
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL 1
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
9965 208TH ST W
9949 208TH ST W
9931 208TH ST W
9915 208TH ST W
9899 208TH ST W
9885 208TH ST W
20856 IXONIA AVE
20870 IXONIA AVE
20884 IXONIA AVE S
20898 IXONIA AVE W
20914 IXONIA AVE
20936 IXONIA AVE
20950 IXONIA AVE
20972 IXONIA AVE W
20998 IXONIA AVE
20999 ITERI AVE
20975 ITERI AVE
20953 ITERI AVE
20937 ITERI AVE
20915 ITERI AVE
20899 ITERI AVE
20885 ITERI AVE
20871 ITERI AVE
20857 ITERI AVE
20843 ITERI AVE
20829 ITERI AVE
20815 ITERI AVE
20814 ITERI AVE
20828 ITERI AVE
20842 ITERI AVE
20856 ITERI AVE
20870 ITERI AVE
20884 ITERI AVE
20898 ITERI AVE
20914 ITERI AVE
20936 ITERI AVE 1
20950 ITERI AVE
20972 ITERI AVE
20998 ITERI AVE
20999 ITALY AVE
20975 ITALY AVE
20953 ITALY AVE W
20937 ITALY AVE S
20915 ITALY AVE
ZIP CODE
55044 -8815
55044 -8815
55044
55044 -8815
£I88
55044 -8813
55044 -8834
55044 -8834
55044 -8834
55044 -8834
55044 -7752
55044 -7752
55044 -7752
55044 -7752
55044 -7752
55044 -59581
55044 -5918
55044 -5918
55044 -59181
55044 -5918
6Z88
6Z88
55044 -8829
55044 -8829
55044 -8829
55044 -8829
6Z88
55044 -8828
55044 -8828
55044 -8828
55044
55044 -8828
55044 -8828
55044 -8828
55044 -5917
55044 -59171
55044 -5917
55044 -5917
55044 -5917
ZL£SS
55044 -5919
55044 -5919
55044 -5919
55044 -5919
CITY /STATE
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN 1
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN 1
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN 1
NIA HTIIADDIV'I
LAKEVILLE MN
LAKEVILLE MN
PRIOR LAKE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
FEE OWNER ADDRESS
9965 208TH ST W
9949 208TH ST
9931 208TH ST W
9915 208TH ST
9899 208TH ST
9885 208TH ST W
20856 IXONIA AVE
20870 IXONIA AVE
20884 IXONIA AVE S
20898 IXONIA AVE W
20914 IXONIA W
20936 IXONIA AVE
20950 IXONIA AVE
20972 IXONIA AVE W
20998 IXONIA AVE
20999 ITERI AVE W 1
20975 ITERI AVE
23955 BEARD AVE
20937 ITERI AVE W 1
20915 ITERI AVE W
20899 ITERI AVE
20885 ITERI AVE S
20871 ITERI AVE W
20857 ITERI AVE W
20843 ITERI AVE W
20829 ITERI AVE W
20815 ITERI AVE
20814 ITERI AVE W
20828 ITERI AVE W
20842 ITERI AVE W
20856 ITERI AVE
20870 ITERI AVE W
20884 ITERI AVE W
20898 ITERI AVE W
20914 ITERI AVE
20936 ITERI AVE W 1
20950 ITERI AVE W
20972 ITERI AVE
20998 ITERI AVE W
15380 RED OAK RD SE
20975 ITALY AVE
20953 ITALY AVE W
20937 ITALY AVE S
20915 ITALY AVE
FEE OWNER
JAMES N & JOANNE M MCCABE
MICHAEL A JR JOHNSON
DENNIS MIELKE
JULIA C BISCHOF
PATRICK J & JOYCE MOYNIHAN
NVIAIr»L [H d SHIAIVf
JOSEPH R JR & MARIE SCHOENIG
LOBOS & ALEXANDER VILLALOBOS DELPENA
ANGELA M DORENDORF
VI�IIAI� I
D HV2IVS 2 8 UTAVG
JAMES R & LINDA L GRONVALL
TIMOTHY JKREBS
DOUGLAS & CHERYL THOMPSON
ARTHUR E & ARLLYS A KNUTSON
DANIEL J & ANN E RETHWISCH
JAMES C & CAROL JLORENZEN 1
LISA A JOHNSON
JAY C SUBSTAD
JAMES D & KATHERINE BRATSCH 1
THOMAS & CHERYL DONELY
ROBERT C & MARY RICKEMAN
RYAN D WRIGHT & SUSAN L WRIGHT
JOHN D & BEATRICE D ANTOLIK
RONALD & BARBARA NALEPINSKI
2IHIIVS H NNHdH IS
JOANNA M & JASON LINDNER
MARLENE A TSTE LARSON
CURTIS A & CHARLENE CAGE
DANNY E & JUDITH LYN HOFFMAN
CURTIS R & JOLIE A SHIPPY
EANNE D & PATRICK S GALLAGHER
HAROLD & GEORGIANNA RISHEL
GUTIERREZ & ELISA OROPEZA FLORES
MICHAEL & JENNIFER THOMPSON
DONNA M WEST
DUANE L & MARILYN PETERSEN 1
MATTHEW M & MARISSA EASTLING
DAVID J & LAURA L LARSON
CRIVD HMI
:OBERT D & ROBERTA L CLAYMORE
MICHAEL R & MARY C DAILY
JUDITH A DUPAY
MARK A & LINDA J MEIER
P GOODWIN & VENNESSAN GOODWIN
Fr
USE DESCRIPTION
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
RESIDENTIAL
PROPERTY ADDRESS
20843 ITALY AVE W
20829 ITALY AVE W
20815 ITALY AVE W
20814 ITALY AVE W
20828 ITALY AVE W
20842 ITALY AVE
20856 ITALY AVE W
20870 ITALY AVE W
20884 ITALY AVE S
20898 ITALY AVE W
20914 ITALY AVE
20936 ITALY AVE
20950 ITALY AVE
20972 ITALY AVE N
20998 ITALY AVE W
20914 ISLE AVE W
20936 ISLE AVE W
20950 ISLE AVE
20972 ISLE AVE
9675 210TH ST W
20999 IRAN AVE W
20975 IRAN AVE
20814 IRAN AVE
20828 IRAN AVE
20842 IRAN AVE W
20856 IRAN AVE W
20870 IRAN AVE W
20884 IRAN AVE
20898 IRAN AVE
20914 IRAN AVE
20936 IRAN AVE W
20952 IRAN AVE W
20974 IRAN AVE W
20978 IRAN AVE
20984 IRAN AVE
ZIP CODE
LZ88-bbOSS
55044 -8827
55044 -8827
55044 -8826
9Z88
55044 -8826
55044
55044
9Z88
55044 -8826
55044 -5920
OZ6S
55044 -5920
55044 -5920
55044 -5920
55044
55044 -5922
55044 -5922
55044 -5922
55044 -8504
55044
618811705S
55044 -8818
55044 -8818
55044 -8818
8J88-bbQSS
55044 -8818
55044 -8818
92127
55044 -5924
55044 -5924
55044 -5924
55044
55044
55044
CITY /STATE
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
MIA [TIIAD 1VI
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
SAN DIEGO CA
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
LAKEVILLE MN
FEE OWNER ADDRESS
20843 ITALY AVE W
20829 ITALY AVE W
20815 ITALY AVE W
20814 ITALY AVE W
20828 ITALY AVE W
20842 ITALY AVE
20856 ITALY AVE W
20870 ITALY AVE W
20884 ITALY AVE S
20898 ITALY AVE W
20914 ITALY AVE
20936 ITALY AVE
20950 ITALY AVE
20972 ITALY AVE N
20998 ITALY AVE W
20914 ISLE AVE
20936 ISLE AVE W
20950 ISLE AVE
20972 ISLE AVE W
9675 210TH ST W
20999 IRAN AVE W
20975 IRAN AVE
20814 IRAN AVE
20828 IRAN AVE
20842 IRAN AVE W
20856 IRAN AVE
20870 IRAN AVE W
20884 IRAN AVE
10790 RANCHO BERNARDO RD
20914 IRAN AVE
20936 IRAN AVE W
20952 IRAN AVE W
20974 IRAN AVE S
20978 IRAN AVE
20984 IRAN AVE
FEE OWNER
STANLEY T & KARLA J HOHNEKE
2IHDf 121DI JAI NNV
DALE T BROADUS
[AMES MP & CHRISTIN DOUGHERTY
TOMAS & ANTOINETTE ENGELHARDT
SCOTT K & CANDI A RUTHIG
DOUGLAS E & EMILY A STALLINGS
KEITH M & ELISSA A BLACK
MICHAEL W & JOAN M VIEVERING
RONALD L & BARBARA MENOUGH
SCOTT & PATTI OPSAHL
JEROME & MARGARET HAVEMEIER
RODNEY L & MELISSA GUENTHER
ROBIN E BAUER BROWN
BRUCE H & DENISE K LIESKE
H IIHM HVZIVS 2 g NN2RIVA1
ERIKA A THORBERG
MARK S & NANCY J MILLER
DOUGLAS D TIPKA
JACKIE L FROST
NH02Ix AQO'IHIAI 2 8 )RIVIAI
DONALD G & KAREN R ANDERSON
NNS21HIAcl �� T
DENISE M SORENSON
DAVID A & CHRISTINE MURPHY
JUDITH A PERRON
A THOMAS & EMILIE R BREIT
LEROY & DEL MAE PAVEK
US BANK NA TSTE
DALE R & COLLEEN L PATRIN
ROBIN M KAEMPFER
KEITH A HAGLUND
JASON M & JESSICA R SANTIAGO
PETER & REBECCA BENSON
DALLAS F BLENKUSH
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13-02
WSB Project No. 2109 -021
APPENDIX D
2012 Geotechnical Report — Log of Test Borings
Jade Ca
sle Cir
Safr14 1141.°
'9 %apuadapuj
wed spun
any ei,ubxy. +
aun
40.41s'�
or
Cedar Ave
Cedar Ave
Foliage Ave
Franchise Ave W
'l 1
y
Many epi pe/
Cedar Ave
y 0 uol
Galena Ave W
elo/pale
I 4 5 - l ti � 1 .
G errgary a
Zi s. w U'alazie
o
Cedar Ave
Cedar Ave
Foliage Ave
yiepa5
Garrett Ave
� U , t
�r o c
0
LL z
o Z
z o
o
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -01
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
1007.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
P200
%
Tests or Notes
1006.8
0.8
PAV
3 inches of bituminous over 6 inches of aggregate
base. F
!/ 9
5
13
1003.6
4.0
FILL
FILL: Silty Sand, fine- to coarse - grained, brown, moist.
1001.6
6.0
SP
POORLY GRADED SAND with GRAVEL, fine-
coarse- grained, light brown, moist, loose.
(Glacial Outwash)
to
X 8
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
E
1-
0
0
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -01 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -02
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
997.4
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
996.5
0.9
PAV
4 inches
base.
of bituminous over 7 inches of aggregate
X 6
4
995.4
2.0
FILL
FILL: Sandy Lean Clay, slightly organic, black, moist.
993.4
4.0
FILL
- •
•
FILL: Sandy Lean Clay, brown, moist.
991.4
6.0
SP-
SM
POORLY GRADED SAND with SILT and GRAVEL,
fine- to coarse - grained, brown, moist.
(Possible Fill)
X 13
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
0
0
0
0
0
0
0
E
1-
0
U
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -02 page 1 of
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -03
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/11/12
SCALE: 1" = 4'
Elev.
feet
997.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
— 996.4
1.2
PAV
7 inches of bituminous over 7 inches of aggregate
base.
6
19
11.0
CL
r
LEAN CLAY with SAND, brown, moist, rather soft
hard.
(Glacial Till)
Trace Gravel and Sand at 7 1/2 feet.
to
X 5
10
986.6
X 33
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
0
E
1-
0
0
N
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -03 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -04
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
991.3
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
_ 990.2
1.1
PAV
7 inches of bituminous over 6 inches of aggregate
base. —
!/ 9
11
987.3
4.0
FILL
•
FILL: Clayey Sand, brown, wet.
11.0
SP
POORLY GRADED SAND, fine- to medium - grained,
brown, moist, loose.
(Glacial Outwash)
X 6
X
980.3
X6
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
0
E
1-
0
0
N
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -04 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -05
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/11/12
SCALE: 1" = 4'
Elev.
feet
997.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
996.9
0.9
PAV
6 inches
of bituminous over 5 inches of aggregate
5
15
11.0
CL
\ base.
LEAN CLAY with SAND, gray and brown, moist,
soft to medium.
(Glacial Till)
With some Poorly Graded Sand in sampler.
rather
X
X 6
986.8
X
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
.>
0
0
0
0
0
x
0
0
0
0
0
0
E
1-
0
0
N
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -05 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -06
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/11/12
SCALE: 1" = 4'
Elev.
feet
1022.5
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
1021.0
1.5
PAV
6 1/2 inches of bituminous over 12 inches of aggregate
base.
9
23
1018.5
4.0
FILL
■
■
•
FILL: Sandy Lean Clay, slightly organic, black and
brown, moist.
— X
11.0
CL
LEAN CLAY with SAND, greenish gray then brown,
wet, rather soft to medium.
(Glacial Till)
— X
X 5
1011.5
X
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
.>
0
0
0
0
0
x
0
0
0
0
0
E
1-
0
0
N
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -06 page 1 of
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -07
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/11/12
SCALE: 1" = 4'
Elev.
feet
997.0
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
P200
%
Tests or Notes
_ 995.9
1.1
PAV
5 inches of bituminous over 8 inches of aggregate
base. —
X
18
54
No recovery.
993.0
4.0
FILL
FILL: Clayey Sand with Gravel, gray and brown, moist.
11.0
CL
SANDY LEAN CLAY, brown and gray, moist to
rather soft to medium.
(Glacial Till)
wet,
X 8
!/ 5
986.0
X 6
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
.>
0
0
0
0
0
x
0
0
0
0
0
0
E
1-
0
0
N
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -07 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -08
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
1000.2
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
P200
%
Tests or Notes
— 998.9
1.3
PAV
4 1/2 inches of bituminous over 10 inches of aggregate
base.
10
40
997.7
2.5
FILL
FILL: Clayey Sand, medium - grained, brown, moist.
994.2
6.0
SP
POORLY GRADED SAND, fine - grained, reddish
brown, moist, medium dense.
(Glacial Outwash)
_ X
17
X 22
11.0
CL
LEAN CLAY with SAND, brown, moist to wet, very
(Glacial Till)
stiff.
X 19
989.2
X 17
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -08 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -09
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/11/12
SCALE: 1" = 4'
Elev.
feet
1002.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
1001.6
1.0
PAV
4 inches of bituminous over 8 inches of aggregate
base.
!/ 7
15
998.1
4.5
CL
LEAN CLAY with SAND, brown, moist, medium.
(Glacial Till)
993.6
9.0
SP
POORLY GRADED SAND, fine - grained, reddish
brown, wet, medium dense.
(Glacial Outwash)
X 24
\// 20
11.0
CL
SANDY LEAN CLAY, reddish brown, moist, rather
(Glacial Till)
stiff.
991.6
X 13
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
0
0
E
1-
0
0
N
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -09 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -10
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/11/12
SCALE: 1" = 4'
Elev.
feet
1016.4
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
_1015.3
1.1
PAV
6 inches of bituminous over 7 inches of aggregate
base. —
X
11
1011.9
4.5
FILL
FILL: Sandy Lean Clay, intermixed with fine Sand,
gray, moist.
1009.4
7.0
CL
SANDY LEAN CLAY, fine- to coarse - grained,
moist, rather soft.
(Glacial Till)
brown,
X 4
\// 6
11.0
CL
LEAN CLAY with SAND, with some Sand inclusions,
brown, moist, medium to rather stiff.
(Glacial Till)
1005.4
X
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
.>
0
0
0
0
0
x
0
0
0
0
0
E
1-
0
0
N
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -10 page 1 of
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -11
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
1014.2
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
P200
%
Tests or Notes
— 1012.9
1.3
PAV
4 inches of bituminous over 11 inches of aggregate
base.
!/ 7
15
63
—
1005.2
9.0
CL
/
j
j
j
SANDY LEAN CLAY, brown, moist to wet.
(Glacial Till)
—
X
\// 11
11.0
SC
/
/
CLAYEY SAND, brown, wet, rather stiff.
(Glacial Till)
1003.2
X 12
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
E
1-
0
N
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -11 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -12
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
942.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
_ 941.7
1.1
PAV
9 inches of bituminous over 4 inches of aggregate
base.*
7
13
*Distinct aggregate
base layer difficult to
identify.
938.8
4.0
CL
SANDY LEAN CLAY, slightly organic, black, moist.
936.8
6.0
SP
POORLY GRADED SAND with GRAVEL, fine-
coarse- grained, brown, moist, loose.
(Glacial Outwash)
to
X 6
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -12 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -13
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
941.2
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
— 939.9
1.3
PAV
4 inches of bituminous over 11 inches of aggregate
base.
X 16
934.2
7.0
FILL
•
FILL: Poorly Graded Sand with Silt and Gravel,
coarse- grained, brown, moist.
fine- to
X 37
X 9
11.0
SP
POORLY GRADED SAND, fine - grained, light
moist, loose.
(Glacial Outwash)
brown,
930.2
X
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
0
0
E
1-
0
0
0
1)
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -13 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -14
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
942.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
— 941.2
1.4
PAV
5 1/2 inches of bituminous over 11 inches of aggregate
base.
\// 10
4
937.6
5.0
FILL
FILL: Poorly Graded Sand with Silt, intermixed with
Sandy Lean Clay, dark brown, moist.
934.6
8.0
FILL
•
FILL: Poorly Graded Sand with Silt, fine- to
medium - grained, brown, moist.
X 11
X 14
11.0
SP-
SM
POORLY GRADED SAND with SILT and trace
GRAVEL, fine- to coarse - grained, brown, moist,
medium dense.
(Glacial Outwash)
931.6
X 13
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
E
1-
0
0
N
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -14 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -15
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
941.1
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
940.1
1.0
PAV
5 1/2 inches of bituminous over 6 inches of aggregate
base.
\1/ 13
5
935.1
6.0
FILL
•
FILL: Poorly Graded Sand with Silt and Gravel,
coarse- grained, brown, moist.
fine- to
X 20
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
1)
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -15 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -16
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
942.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
941.8
1.0
PAV
5 inches of bituminous over 7 inches of aggregate
base.
\/ 30
3
938.3
4.5
FILL
•
FILL: Poorly Graded Sand with Silt and Gravel, fine- to
coarse- grained, dark brown, moist.
936.8
6.0
SP
POORLY GRADED SAND, fine- to medium- grained,
brown, moist, medium dense.
(Glacial Outwash)
/
12
/\
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
c
0
.>
0
0
0
0
0
x
1)
0
0
0
0
0
E
1-
0
0
N
0
1)
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -16 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -17
LOCATION: Offset 34' W of staked location
(trees /utilities). See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
940.1
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
938.7
1.4
PAV
5 inches of bituminous over 12 inches of aggregate
base.*
\// 12
8
*Difficult to distinguish
aggregate base from
underlying soils.
936.1
4.0
FILL
•
FILL: Poorly Graded Gravel with Silt, fine- to
medium- grained, dark brown, moist.
934.1
6.0
FILL
•
•
FILL: Silty Sand with Gravel, fine- to coarse- grained,
dark brown, moist.
X 7
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -17 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -18
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
943.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
_ 942.5
1.1
PAV
4 1/2 inches of bituminous over 9 inches of aggregate
base. —
/\ 13
937.6
6.0
SP
POORLY GRADED SAND with trace GRAVEL,
coarse- grained, light brown, moist.
(Possible Fill)
fine- to
X 15
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -18 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -19
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
941.5
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
940.6
0.9
PAV
6 1/2 inches of bituminous over 4 inches of aggregate
base.
X
22
937.5
4.0
FILL
•
FILL: Poorly Graded Sand with Silt and Gravel, fine- to
coarse- grained, brown, moist.
935.5
6.0
FILL
•
•
FILL: Sandy Lean Clay, fine- to coarse - grained,
brown, wet.
dark
X 16
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
.>
0
0
0
0
0
x
0
0
1)
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -19 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -20
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
945.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
— 944.6
1.2
PAV.
4 inches of bituminous over 10 inches of aggregate
base.
/\ 16
939.8
6.0
SP
POORLY GRADED SAND, fine- to medium - grained,
with some Gravel, light brown, moist.
(Possible Fill)
X 25
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -20 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -21
LOCATION: Offset 16' E of staked location (trees).
See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
942.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
— 941.5
1.3
PAV.
5 inches of bituminous over 11 inches of aggregate
base.
X 13
3
936.8
6.0
SP-
SM
FILL: Poorly Graded Sand with Silt and Gravel,
moist.
Fine- to medium - grained below 4 feet.
brown,
X 23
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
.>
0
0
0
0
0
x
1)
0
0
0
E
1-
0
0
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -21 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -22
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
948.2
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
— 946.9
1.3
PAV.
4 inches of bituminous over 12 inches of aggregate
base.
14
/�
8
944.2
4.0
SP-
SM
POORLY GRADED SAND with SILT, fine- to
medium- grained, with clayey inclusions, brown, moist, —
medium dense. _/\
(Glacial Outwash)
942.2
6.0
SP
POORLY GRADED SAND, fine- to coarse - grained,
light brown, moist, medium dense.
(Glacial Outwash)
X 22
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
1)
0
0
0
E
1-
0
0
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -22 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -23
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
939.5
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
— 938.2
1.3
PAV
4 inches of bituminous over 11 inches of aggregate
base.
\1/ 19
933.5
6.0
FILL
•
FILL: Poorly Graded Sand with Silt, fine- to
medium- grained, brown, moist.
X 21
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
c
0
0
0
0
0
0
x
0
0
0
0
0
E
1-
0
0
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -23 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -24
LOCATION: Offset 40' W of staked location
(parked trailer). See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
943.2
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
942.5
0.7
PAV
-
4 inches
of bituminous over 4 inches of aggregate
/1
/\ 21
*Difficult to distinguish
aggregate base from
underlying soils.
937.2
6.0
SP
\base.*
POORLY GRADED SAND with GRAVEL, fine-
coarse- grained, brown and light brown, moist.
(Possible Fill)
to
X A 21
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
–
c
0
0
0
0
0
0
x
0
0
0
0
E
1-
0
0
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -24 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -25
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
943.7
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
942.7
1.0
PAV ■
3 1/2 inches of bituminous over 8 inches of aggregate
base.
/\ 17
5
937.7
6.0
SP-
SM
POORLY GRADED SAND with SILT and GRAVEL,
fine- to coarse - grained, brown to light brown, moist.
(Possible Fill)
—
X 18
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
0
0
c
x
0
r
0
0
c
E
I-
U
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -25 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -26
LOCATION: Offset 15' E of staked location (power
line). See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
944.2
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
— 942.9
1.3
PAV.
3 1/2 inches of bituminous over 11 inches of aggregate
base.
X 14
938.2
6.0
SP
POORLY GRADED SAND, fine- to coarse - grained,
with Gravel, light brown, moist.
(Possible Fill)
X 27
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
0
0
c
x
0
0
0
0
c
E
I-
U
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -26 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -27
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
942.1
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
— 940.9
1.2
PAV
4 inches of bituminous over 10 inches of aggregate
base.*
/\ 6
5
*Difficult to distinguish
aggregate base from
underlying soils.
936.1
6.0
FILL
•
FILL: Poorly Graded Sand with Silt and Gravel,
coarse- grained, with some clayey chunks, dark
moist.
fine- to
brown, —
X 11
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
c
0
c
x
0
0
0
0
0
c
E
I-
U
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -27 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -28
LOCATION: Offset 38' S of staked location (trees).
See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
945.1
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
944.4
0.7
PAV
-
4 inches
of bituminous over 4 inches of aggregate
/\ 15
Little recovery.
939.1
6.0
SP
\base.
POORLY GRADED SAND with GRAVEL, fine-
coarse- grained, brown, moist, medium dense.
(Glacial Outwash)
to
A 22
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
–
C
0
0
0
0
c
x
r
0
0
c
E
I-
U
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -28 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -29
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
942.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
941.8
1.0
PAV
4 inches of bituminous over 8 inches of aggregate
base.
13
10
938.8
4.0
FILL
•
•
•
FILL: Clayey Sand, dark brown, moist.
936.8
6.0
SP
POORLY GRADED SAND, fine - grained, light
moist, medium dense.
(Glacial Outwash)
brown,
X 23
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
0
0
c
x
0
0
0
0
0
c
E
I-
U
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -29 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -30
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/7/12
SCALE: 1" = 4'
Elev.
feet
941.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
940.6
1.0
PAV
4 inches of bituminous over 8 inches of aggregate
base.
9
5
935.6
6.0
FILL
•
FILL: Poorly Graded Sand with Silt and Gravel,
coarse- grained, trace Clay chunks, brown, moist.
fine- to
—/\
X 11
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
c
0
c
x
0
0
0
0
0
0
c
E
I-
U
0
1)
1)
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -30 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -31
LOCATION: Offset 10' SE of staked location
(trees). See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
945.4
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
944.4
939.4
1.0
6.0
PAV
SP-
SM
■
4 inches of bituminous over 8 inches of aggregate
base.
/\ 22
3
POORLY GRADED SAND with SILT and GRAVEL,
fine- to coarse - grained, light brown, moist.
(Possible Fill)
X 29
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
c
0
c
x
0
r
0
0
c
E
I-
U
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -31 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -32
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
946.5
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
945.6
0.9
PAV ■
4 inches
base.
of bituminous over 7 inches of aggregate
V 27
940.5
6.0
SP
POORLY GRADED SAND with GRAVEL, fine-
coarse- grained, brown, moist.
(Possible Fill)
to
X 22
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
—
C
0
0
c
0
as
c
x
0
1)
r
0
0
c
E
I-
U
1)
0
0
0
BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -32 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -33
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
943.8
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
Tests or Notes
943 6
\ 0 3
i PAV
3 inches of bituminous over aggregate base.* F
\// 16
3
*Distinct aggregate
base layer could not be
identified.
937.8
6.0
SP
POORLY GRADED SAND with GRAVEL, fine-
coarse- grained, light brown, moist.
(Possible Fill)
to
X 23
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
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BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -33 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -34
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
944.6
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
Tests or Notes
943.8
0.8
PAV
■
3 inches
of bituminous over 7 inches of aggregate
F
X 21
940.6
4.0
SP
\base.
POORLY GRADED SAND with GRAVEL, fine- to
coarse- grained, brown, moist.
(Possible Fill)
938.6
6.0
SP
POORLY GRADED SAND, fine- to medium - grained,
brown, moist.
(Glacial Outwash)
X 13
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
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BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -34 page 1 of 1
Braun Project BL -12 -04632
GEOTECHNICAL EVALUATION
2013 Street Reconstruction Project
Lakeville, Minnesota
BORING: ST -35
LOCATION: See attached sketch.
DRILLER: M. Takada
METHOD: 3 1/4" HSA, Autohammer
DATE: 9/6/12
SCALE: 1" = 4'
Elev.
feet
946.5
Depth
feet
0.0
Symbol
Description of Materials
(Soil - ASTM D2488 or D2487, Rock - USACE EM1110 - 1 - 2908)
BPF
WL
MC
%
P200
%
Tests or Notes
945.5
1.0
PAV
4 1/2 inches of bituminous over 7 inches of aggregate
base.
X 12
4
8
942.5
4.0
FILL
•
FILL: Poorly Graded Sand with Silt, fine- to
medium- grained, trace Gravel, brown, moist.
940.5
6.0
SP
POORLY GRADED SAND, fine - grained, brown,
loose.
(Glacial Outwash)
moist,
X 6
END OF BORING.
Water not observed immediately after withdrawal
auger.
Boring then backfilled.
of
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BRAUN'
INTERTEC
BL -12 -04632
Braun Intertec Corporation
LOG OF BORING
ST -35 page 1 of 1
Valley Park Neighborhood Informational Meeting Minutes — August 1, 2012
Valley Park Public Comment Summary
Clay's Acres /204 Street Neighborhood Informational Meeting Minutes — August 8, 2012
Clay's Acres /204 Street Public Comment Summary
Feasibility Report
2013 Street Reconstruction Project
City of Lakeville, MN
City Project No. 13-02
WSB Project No. 2109 -021
APPENDIX E
WSB
Aksue Engineering • Planning • Environmental • Construction
Memorandum
To: Steve Mielke, City Administrator
Chris Petree, Public Works Director
Troy Grossman, Streets Superintendent
Zach Johnson, City Engineer
From: Monica Heil, Project Manager
Date: August 1, 2012
Re: City Project No. 13 -02
WSB Project No. 2109 -02
• Chris Petree, City of Lakeville, Public Works Director
• Troy Grossman, City of Lakeville, Streets Superintendent
• Monica Heil, WSB & Associates, Inc.
• Chris Hartzell, WSB & Associates, Inc.
Minneapolis • St. Cloud
Equal Opportunity Employer
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 - 541 -4800
Fax: 763- 541 -1700
A Neighborhood Meeting was held on Wednesday, August 1, 2012 to discuss the proposed 2013
Street Reconstruction Project, City Project #13 -02. Approximately 60 residents attended the
meeting held at the Lakeville Water Treatment Facility to discuss the proposed improvements.
The following Staff and WSB & Associates, Inc. representatives were in attendance:
The following is a summary from the Question and Answer portion of the presentation:
Question #1 (Q1): Are we going to put additional catch basins in the project?
Answer #1 (Al): These meetings are a great resource to have you help us determine areas
where we have drainage issues. Yes, it is anticipated that some additional
storm sewer facilities will be constructed with the street improvements.
Residents are encouraged to use the markers attached to the presentation
boards at the back of the room to write notes about site /drainage issues in the
neighborhood.
Q2: Can the existing overhead utility lines be buried as a part of the project?
A2: The City of Lakeville strongly encourages, but cannot require the private utility
companies to bury their overhead lines. However, the City will make every effort to
coordinate with the private utility companies in the area so if there are plans to relocate or
bury utilities, the utility work can be completed concurrently with the street
reconstruction project.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 2
Q3: Is Dakota County going to help with the cost of this project?
A3: This project was programmed within the budget after the Cedar Avenue BRT project.
Therefore, the City of Lakeville is not able to participate in any cost sharing with Dakota
County.
Q4: Is it necessary to replace the all of the curb and gutter in the project area?
A4: Based on the City's history with projects, it is more cost effective to replace the curb and
gutter in its entirety rather than piecemeal. The City's policy is to replace the entire curb
and gutter when more than 50% of the curb and gutter needs replacement, which is the
case within the Valley Park area.
Q5: What if the roadway doesn't last another 40 to 50 years? Do you have any guarantees?
A5: There is no guarantee with the project other than the City's best efforts to produce a
quality product. During the course of construction the roadway materials are thoroughly
tested to ensure compliance with the design. In addition, the design standards available
today are intended to last 40 to 50 years as compared with the pavement sections of the
past.
Q6: Will the City give the residents a credit on the reclaim materials sold or moved from the
project?
A6: The City's intention is for all of the reclaimed material to be utilized on the project as
aggregate base for the new roadway. Residents will be able to realize a cost - benefit to
the project as the overall construction costs will be reduced when the reclaimed material
is incorporated into the new roadway base.
Q7: Does the City have a sustainability report available for viewing?
A7: Unfortunately, at this time the City does not have a report specifically dedicated to
sustainability.
Q8: Will the City itemize all of the individual costs of each item?
A8: At this point it is too early in the project to provided such detailed costs estimates. As
this project progresses further into feasibility and final design the cost estimate will be
continually refined. Any of the costs developed in the feasibility or bidding stage of the
project are public record and can be viewed at City Hall.
Q9: Will the feasibility report address what can be salvaged for the project?
A9: The feasibility report will discuss in general what is expected to be salvaged. As this
project continues into final design, the specifics regarding salvaged materials will be
produced.
Q10: Will the project have the surmountable or barrier -style curb and gutter?
A10: The goal is to match the existing curb and gutter style for the Valley Park neighborhood,
which is surmountable.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 3
Q11: Are the potholes going to be repaired in the neighborhood?
All: The City identified this neighborhood for street reconstruction several years ago, and a
decision was made that repairs to the streets would be undertaken only if they represented
a potential liability to the community.
Q12: Are there any plans for the Lakeville Post Office to take -up service in the Valley Park
area, which is currently being served by the Rosemount Post Office?
Al2: The post office has jurisdiction over which branch will serve the various areas within
Lakeville. The City is not aware of any post office decisions to re- district service areas.
Q13: Will the topsoil in my yard be replaced after construction?
A13: The City's Standard is to place 6- inches of topsoil, meeting the specifications of the
Minnesota Department of Transportation, for any boulevard areas disturbed with
construction.
Q14: Don't my taxes pay for street reconstruction projects?
A14: The general tax base does pay of a portion of the proposed improvements (60 %). The
remaining project costs (40 %) are paid for by the benefitting property owners.
Q15: Are we going to just remove and replace sidewalks or will put sidewalks in?
A15: The City welcomes input from residents regarding additional sidewalks requests. If
neighbors can agree on the placement of an additional sidewalk, the City will review the
request and determine if it is feasible to add the additional sidewalk to the scope of the
project.
Q16: Why is it necessary to replace 3' of sod during construction?
A16: In general a minimum of 3' of sod is necessary to match in the boulevards correctly and
because sod usually comes in 3' standard width rolls. This also allows the contractor the
room he /she will need to install the new concrete curb and gutter.
Q17: Will we be adding more storm sewer and drains to Genesse Avenue?
A17: Potentially. The purpose of this Neighborhood Meeting is to learn about any existing
issues and to use that information in the final design of the project. The City welcomes
input from the residents and encourages you to notify one of the available representatives
from the meeting or to place a note on the presentation boards at the back of the room
identifying the exact location of any drainage issues.
Q18: Why are assessments different in past projects?
A18: In general the City has taken an active approach to evaluate the methods that provide the
most benefit to the City and its residents. The assessment range for this project is very
similar to the assessments that were levied with the 2012 Street Reconstruction Project,
located just to the south of Gerdine Path, where the scope of the project was nearly
identical. Past projects with differing assessment amounts may have included a different
scope of work.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 4
Q19: How many property owners are there?
A19: The City has estimated a total 356 residents within the Valley Park neighborhood.
Q20: Will the drainage issue get resolved on Garner and Upper 163r where water sits on the
road until it suddenly drains out of the system?
A20: The City will review this corridor for drainage issues as it moves into the feasibility stage
of the project.
Q21: When will an update on the feasibility report be available?
A21: It is anticipated that the feasibility report will be presented to the City Council in October,
2012. The feasibility report and final plans will be public documents and upon
completion, can be viewed at any time at the City.
Q22: What about tree replacements for trees that are impacted during construction?
A22: Residents will not receive any replacements for trees that need to be removed as a result
of construction, or as requested by the homeowner, when located within the boulevard.
Q23: On 164 Street, the culvert the crosses beneath the road has been dammed on both sides.
Will the culverts be cleaned as part of this project?
A23: The City is in the process of cleaning the culverts within in this neighborhood. Because
each cleaning requires a permit from the Minnesota DNR, takes a significant amount of
time to obtain all of the necessary approvals prior to starting the actual work to clean the
culverts.
Q24: Will the packer undermine new concrete driveway that have I poured?
A24: During the construction process, the on -site construction observer and the contractor will
evaluate each driveway to prevent any undermining and to construct joints at logical
places within the driveway so that when the new concrete is poured, it is atop a stable
foundation.
Q25: Will the city pursue any grant funding from the Federal Government?
A25: The City has obtained State Aid funds for the 168 Street Bridge Replacement Project
located within the 2012 Street Reconstruction Project area. Unfortunately, federal funds
are usually not available for local residential streets such as those within in the Valley
Park Neighborhood. Federal funds are usually guided towards regional transportation
improvements and bridge projects.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 5
Q26: What does the City do with the excess recycled blacktop?
A26: The City's intent is to utilize all of the recycled blacktop on the job. Typically the
material is re -used across the entire project as aggregate base for the new roadway.
Q27: How will the project be funded?
A27: A portion of the street improvements will be funded by the City of Lakeville's general
tax base (60 %) and the other portion will be funded from special assessments (40 %).
Assessments are calculated on a per single family unit basis using the construction
contract bid amount. The public hearing to adopt the assessments will be held prior to
construction, in May, 2013. Holding the assessment hearing prior to construction will
require that the City, and not the homeowner, bear the responsibility of any additional
unexpected costs encountered with construction.
The City is proposing a 20 -year amortization schedule for the assessments. The interest
rate will be determined at the time the bonds are executed. The interest rate will be set at
the lowest available rate that the city is able to obtain.
Once the assessment roll is adopted by the City Council, residents can pay their
assessments by December 31, 2013 to avoid any interest charges. In addition, there is a
senior citizen deferment policy for those over 65 -years of age. Interest will continue to
accrue until the assessment is paid in full. Additional questions regarding deferments can
be answered by the City's Finance Director.
Q28: Why do we have to pay interest?
A28: The City does not have the funds to pay for large infrastructure projects directly. Rather
the City sells bonds to fund the project. The interest rate on the bonds is set at the time of
the bond sale, and this interest is passed on to the residents. Currently, the interest rates
are at a record low, and the 2012 Street Reconstruction Project was financed at a fixed
rate of 3.50 %.
Q29: My current driveway has a warranty period of 8- years. Will the City offer the same
warranty period when it replaces my driveway?
A29: The City ensures that the material and construction methods follow the best practices in
the industry. The City's warranty period is less than 8 years, but we have had very few
problems over the years with driveways cracking after the warranty period has closed.
Q30: When I need to park on the street due to the concrete curing time period, how will the
City handle the traffic and fast speeds of drivers passing through the neighborhood.
A30: During construction The City will have the roads closed to local or "thru" traffic. We
will try to accommodate any of the special needs that folks may have during construction.
Q31: When I need to park on the street due to the concrete curing time period how will the City
handle the traffic and fast speeds of drivers passing through the neighborhood.
A31: During construction we will have the roads closed to local or "thru" traffic. We will try
to accommodate any of the special needs that folks may have during construction.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 6
Q32: I have pavers in my driveway. How will this be handled?
A32: The contractor will be required to salvage and store the pavers during construction.
During the restoration the homeowner will have the option of allowing the contractor to
place the pavers back to their original condition or we will construct a concrete apron at
the entrance.
Q33: How wide is the City's right -of -way?
A33: The total right -of -way width across most streets is 60 -feet. Along most streets within
Valley Park, the right of way is approximately 14 -feet from the back of the existing curb
line.
Q34: Will the City lower the street for drainage improvements?
A34: It depends on the circumstances of your particular area. In most cases, a vertical
elevations change along any street is made to improve the drainage conditions in the
neighborhood. We welcome any thoughts you have regarding drainage issues on your
streets.
Q35: What about the frequency of waste hauling vehicles in our neighborhoods? Is there
anything that can be done?
A35: It is difficult to regulate waste haulers, and this issue has been discussed by the City's
policy makers over the years. Ultimately, the City's policy makers have decided to allow
free enterprise in the waste hauling business to continue and to allow multiple waste
haulers to serve the area. However, your concerns regarding waste haulers, and the effect
their vehicles have on your streets, will be included in the comments presented to the City
Council regarding this meeting.
Q36: What is the date that this project will get authorized by the City Council?
A36: It is expected that the City Council will authorized the preparation of a feasibility report
for the project on August 20, 2012. The feasibility report will allow City Staff to further
investigate and provide further detail into the necessary improvements.
Q37: What do we use as a striping material? I have had problems when stopping at
intersections with my motorcycle.
A37: In most cases within the City the pedestrian crossings are striped with epoxy paint.
Q38: What does the construction schedule look like? We usually leave town during the
summer for an extended period of time.
A38: The project schedule will be better defined once a contractor is selected for the project, in
late spring, 2013. Another neighborhood meeting will be held prior to starting
construction to address more specific questions regarding schedules, construction access
and general construction concerns. Residents will be mailed the construction
representative contact information, as well as a project phasing map, prior to starting
construction. Residents can also sign up for the City's e -mail listsery to receive updates
about the project.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 7
Q39: There are currently very large pot holes on Genessee Avenue. Why hasn't the City
addressed these potholes?
A39: As of late, City Staff has been very busy addressing storm clean -up issues in the area
resulting from the June 19, 2012 storms. City Staff will review the pot holes along
Genessee Avenue to determine if there is patching that needs to take place. It should be
noted that once a street is programmed within the City's Capital Improvement Plan (CIP)
for reconstruction, City Staff does make a conscious decision to patch only those potholes
that put the City at liability risks, so that resources are not allocated to filling potholes
along streets that will soon be reconstructed.
Q40: How many soil borings will be collected?
A40: That will be determined by the total length of the project and specific concerns regarding
soil types. Typically, borings are collected every 750 — 1,000 feet of roadway.
Q41: How thick will the new pavement be?
A41: Along local residential streets, the City's standard is to install 2- inches of bituminous
base course plus 1.5- inches of wearing course. However, the soil borings collected from
the project area will ultimately determine the pavement section design.
Q42: What is being done by the City to address the recent FEMA flood plain map updates in
the area?
A42: The City does not have any input on FEMA flood plain map revision process. However,
the City is currently working to produce a Letter of Map Revision, to address the
concerns of residents whose properties were recently identified as being located within
the flood plain.
Q43: With the recent signal improvements at Cedar Avenue and 164 Street, is 164 Street
now considered a collector roadway? Traffic levels appeared to have increased in this
area with the installation of the signal and the intersection changes at 167 Street and
Cedar Avenue.
A43: 164 Street is still classified as a local residential street. However, the City recognizes
that traffic patterns may have changed in the area with the Cedar Avenue BRT
improvements, and therefore, will consider collecting traffic count data along 164 Street
with the feasibility stage of the project to determine if traffic volumes warrant thicker
pavement sections along 164 Street.
Q44: How far into my driveway will the pavement be removed with the street improvements?
A44: Typically, only the first 3 -to -5 feet of a driveway are disturbed with the curb and gutter
improvements. However, if more extensive improvements are need to correct
grading /drainage issues, or to install additional storm sewer improvements, the maximum
distance that would be disturbed is 14 -feet behind the back of curb, which is the City's
right -of -way limits.
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Lakeville 2013 Street Reconstruction Project Valley Park Neighborhood Meeting Minutes
August 1, 2012
Page 8
Q45: Why do you need 3 -feet behind the curb to work?
A45: Three feet is the typical distance we see disturbed with construction. The contractor
needs adequate room to excavate for the curb installation and to get his/her equipment in
a position to pour the new curb.
Q46: How far back will you work on concrete driveway patches?
A46: Existing concrete driveways will be removed and patched to the first existing joint.
K:\ 02109 -020\Admin\Meeting\Neighborhood Meeting \08 -01 -12 (Valley Park) Neighborhood Meeting Minutes.docx
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WSB
Aksue Engineering • Planning • Environmental • Construction
Memorandum
To: Steve Mielke, City Administrator
Chris Petree, Public Works Director
Troy Grossman, Streets Superintendent
Zach Johnson, City Engineer
From: Monica Heil, Project Manager
Date: August 8, 2012
Re: City Project No. 13 -02
WSB Project No. 2109 -02
• Chris Petree, City of Lakeville, Public Works Director
• Troy Grossman, City of Lakeville, Streets Superintendent
• Monica Heil, WSB & Associates, Inc.
• Chris Hartzell, WSB & Associates, Inc.
Minneapolis • St. Cloud
Equal Opportunity Employer
701 Xenia Avenue South
Suite 300
Minneapolis, MN 55416
Tel: 763 - 541 -4800
Fax: 763- 541 -1700
A Neighborhood Meeting was held on Wednesday, August 8, 2012 to discuss the proposed 2013
Street Reconstruction Project, City Project #13 -02. Approximately 40 residents attended the
meeting held at the Lakeville Water Treatment Facility to discuss the proposed improvements.
The following Staff and WSB & Associates, Inc. representatives were in attendance:
The following is a summary from the Question and Answer portion of the presentation.
Questions 1 -10 represent questions asked by the residents along 204 Street. The remaining
questions were asked by residents within the Clay's Acres portion of the project.
Question #1 (Q1): Does the existing storm sewer along 204 Street drain into Lake Marion?
Answer #1 (Al): Yes. Any proposed storm sewer improvements would likely outlet to the
existing ditch section along the north side of 205 Street, instead of outletting
directly into Lake Marion.
Q2: If 204 Street is narrowed to 32 -feet in width, how is that 32 -feet in width measured?
A2: It is measured from the back -of -curb to back -of -curb.
Q3: What will the reduced street width mean to parking along 204 Street?
A3: The City's current design standard for local residential streets is 32 -feet in width. All
new residential streets in Lakeville are constructed to this width, and vehicles can still
maneuver along these 32 -foot wide streets, even with cars parked on both sides of the
street.
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Lakeville 2013 Street Reconstruction Project Clay's Acres and 204 Street Neighborhood
Meeting Minutes
August 8, 2012
Page 2
Q4: Will the gas company replaces all of their gas mains with the City's Street Reconstruction
Project?
A4: The City of Lakeville strongly encourages, but cannot require the private utility
companies to replace /upgrade any of their facilities. However, the City will make every
effort to coordinate with the private utility companies in the area so if there are plans to
relocate, replace or bury existing overhead utilities, the utility work can be completed
concurrently with the street reconstruction project.
Q5: Can additional street lights be added to the project?
A5: The possibility can be investigated if the there is enough interest within the
neighborhood. Street lighting improvements would be 100% assessed to benefiting
property owners, separate from the street improvement project.
Q6: Will the drainage through the 205 Street channel be piped? If not, is the City going to
try to "hold back" water in the ditch, so it functions like a storm water basin?
A6: Drainage through the ditch will not be piped, but is not proposed to alter the existing
ditch section to retain water such that it functions like a storm water basin. Water will
continue to flow through this ditched area as it currently does. However, the ditch will be
evaluated with the final design of the project to determine if any grading work will be
necessary to accommodate flow from the storm sewer improvements along 204 Street.
Q7: Is this project a "done deal ?"
A7: No. The purpose of this Neighborhood Meeting is to gather resident feedback and to
share it with the City Council, so that the Council can make a decision as to whether or
not to move forward with the preparation of a feasibility report. Upon completion of the
feasibility report, there will be a formal Public Hearing for the project, in which residents
will again have an opportunity to voice their opinions on the proposed improvements
prior to the City Council actually ordering the project.
Q8: Does the proposed assessment amount include sanitary sewer and water main
improvements?
A8: No, any required sanitary sewer or water main improvements would be funded by the
City's Utility Operating Funds, and would not be funded by special assessments. At this
time, the City is still completing its review of the utilities in this area to determine if any
repairs /improvements will be necessary with the street improvements.
Q9: Would you like to see the road narrowed to 32 -feet in width as a part of the street
improvements? [A question asked by Staff to the residents from 204 Street in
attendance at the Neighborhood Meeting].
A9: Yes, we would like to see the existing boulevard trees survive construction, and we think
there is a better chance of that happening if the road is narrowed by 4 -feet.
Q10: What is the timeline for construction?
A10: Construction will take place between May and November, 2013. The project schedule
will be better defined once a contractor is selected for the project, in late spring, 2013.
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Lakeville 2013 Street Reconstruction Project Clay's Acres and 204 Street Neighborhood
Meeting Minutes
August 8, 2012
Page 3
Another neighborhood meeting will be held prior to starting construction to address more
specific questions regarding schedules, construction access and general construction
concerns. Residents will be mailed the construction representative contact information,
as well as a project phasing map, prior to starting construction. Residents can also sign
up for the City's e -mail listsery to receive updates about the project.
Q11: Is the City proposing to replace the water main just along Iteri Avenue, or within all of
Clays Acres?
All: There have been a total of 19 recorded water main breaks since the City began
maintaining records of water main breaks in 1995. Of those 19 total breaks, 13 of them
have been along Iteri Avenue. The water main break history in the Clay's Acres
neighborhood is what is driving the potential reconstruction of the streets within the
neighborhood, not necessarily the current condition of the roads. There have been two
additional water main breaks along Iteri Avenue since this Neighborhood Meeting.
The City is in the process of obtaining soil borings from the area to determine if the soil
within the project area is corrosive, and contributing to the deterioration of the pipe. The
results of the soil borings will assist the City in making a decision as to whether or not the
City can repair portions of the existing water main or if all of the water main within
Clay's Acres should be completely replaced. Staff is asking for feedback from residents
about whether or not they would like to see the existing water main repaired, such that
the City will be back at some unknown time in the future to reconstruct the streets
independent of the water main repairs, or if residents would like to see the streets
reconstructed with storm sewer improvements in conjunction with complete water main
replacement within the project.
Q12: Will the proposed storm sewer improvements extend all the way up the streets (from
208 Street to 210 Street)?
Al2: Storm sewer improvements, and the associated catch basins, would be installed to a point
about mid - block. Drain tile improvements would be extended for the length of the
streets, such that every lot received a drain tile service stub with the project.
Q13: What is the technical definition of curb and gutter?
A13: The City is proposing to install concrete curb and gutter within all of Clay's Acres.
Typically, barrier style curb is installed in established neighborhoods, where driveway
locations are known, and no concrete curb and gutter previously existed. However, if the
neighborhood as whole requests surmountable concrete curb and gutter be installed
instead, the City would work with residents to honor this request. If the project moves
forward into final design, there will be an opportunity to further discuss the curb type to
be installed within the Clay's Acres neighborhood.
Q14: Is it required to install concrete curb and gutter?
A14: Yes, the City's policy is to bring any reconstructed streets up to current design standards,
which would include the installation of concrete curb and gutter. It has been shown that
concrete curb and gutter will extend the life of a roadway by providing an adequate
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Lakeville 2013 Street Reconstruction Project Clay's Acres and 204 Street Neighborhood
Meeting Minutes
August 8, 2012
Page 4
means to get surface water runoff off of the pavement surface, which can alleviate
potential cracking and sub -grade issues with the pavement.
Q15: How far will the utility improvements extend into my driveway?
A15: Depending on the location of your existing water service, up to 15 -feet behind the back -
of -curb. If your water service is located far enough away from your driveway, it is
possible that your driveway will only be disturbed to the limits of the drain tile /storm
sewer installation, which may be a distance of only 5 to 10 -feet from the back of curb.
Q16: Will drain tile be installed along both sides of the streets?
A16: Yes, and drain tile services will be stubbed to each lot so that residents can connect their
existing private systems to this public drain tile system.
Q17: Will rear yard drainage issues be corrected with the drain tile installation?
A17: Drain tile will be installed on the street side of lots, only. Construction associated with
the street improvements will stop at the City right -of -way limits (which is approximately
15 -feet behind the existing edge of pavement).
Q18: Every year, the drain tile system the City originally installed heaves a little more. What
will be done to make sure this doesn't happen with the new system?
A18: Current drain tile installation standards are different from the standards in -place at the
time the original drain tile system was installed. New drain tile standards will assist with
some of the heaving issues, but residents with bituminous driveways may still see
evidence of heaving if the soils shift significantly in the area.
Q19: What will be done to address dust control?
A19: The contractor will be required to water the streets as necessary to complete the work.
The City also typically bids a chemical solution that can be applied to the roadway
surface to mitigate dust issues.
Q20: I have issues with water in my basement? Can I hook up a private foundation drain tile
system to the public system that the City is installing with the street improvements?
A20: Yes. A drain tile service will be stubbed to every property within this area of the project.
Residents may connect their private systems to this service stub at any time.
Q21: The assessments can be paid over a period of 20- years? Do these payments show up on
my property tax statements?
A21: Yes, the first payment on the special assessments would be due with taxes payable in
2014. Assessments can also be paid in full anytime between the assessment hearing
(May, 2013) and December 31, 2013 to avoid any interest charges on the special
assessment.
Q22: Is the assessment rate fixed or variable?
A22: It is a fixed rate, to be determined at the time of the bond sale for the project.
K:\ 02109 -020\Admin\Meeting\Neighborhood Meeting \08 -08 -12 (Clay's Acres 204th Street) Neighborhood Meeting Minutea.docx
Lakeville 2013 Street Reconstruction Project Clay's Acres and 204 Street Neighborhood
Meeting Minutes
August 8, 2012
Page 5
Q23: Why does the City need to charge interest with the assessments?
A23: The City must bond for its share (60 %) of the proposed improvements, and the interest
rate charged with the bond is also collected with the assessments.
Q24: I have a brand new neighbor that just moved into the neighborhood. Who is responsible
for this assessment - the new neighbor or the previous homeowner?
A24: The current property owner will be responsible for the assessment.
Q25: How will we be notified of the Public Hearing for the project?
A25: A formal Notice of Public Hearing will be mailed to all property owners within the
project area inviting them to the Public Hearing meeting.
Q26: We were assessed in the late 1980's for street improvements completed by the City back
then. Why do we have to pay again?
A26: The 1986 improvements were primarily storm sewer related. While additional storm
sewer is needed in Clay's Acres, street reconstruction and the installation of concrete
curb and gutter constitute the bulk of the improvement costs associated with this project.
Q27: What did residents within the Glenn Addition (the City's 2011 Street Reconstruction
Project) pay for the installation of concrete curb and gutter in that neighborhood?
A27: Residents within the Glenn Addition also paid 100% of the costs associated with the
concrete curb and gutter installation, which calculated to approximately $1,600 per lot.
The conservative estimate for the cost per lot to install new concrete curb and gutter
within Clay's Acres is approximately $2,000 per lot. It should be noted that lots within
Clay's Acres are wider (on average, they are 100 -feet wide) than the lots within the
Glenn Addition (80 to 100 -feet in width), and so the wider lot size does attribute to a
larger cost associated with the installation of concrete curb and gutter.
Q28: What are the differences between barrier style and surmountable concrete curb and
gutter?
A28: Surmountable curb and gutter is typically used within new residential developments,
where the final driveway location is not yet known for every lot. By installing
surmountable curb and gutter within new residential developments, home builder have
the latitude to alter the driveway location for any given lot to suit the needs of a potential
buyer.
Within established residential neighborhoods, where the driveway location is know,
barrier style curb and gutter can be installed, with curb "drop- downs" at the driveway
locations. Most residential users prefer the barrier style curb and gutter with the drop -
down at the driveway, as it provides a smoother vertical transition in and out of the
driveway.
Q29: I have a private drain tile system — will you force me to connect to the new public
system?
A29: No. Property owners can choose to connect at any time, or not at all.
K:\ 02109 -020\Admin\Meeting\Neighborhood Meeting \08 -08 -12 (Clay's Acres 204th Street) Neighborhood Meeting Minutea.docx
Lakeville 2013 Street Reconstruction Project Clay's Acres and 204 Street Neighborhood
Meeting Minutes
August 8, 2012
Page 6
Q30: What will the impact be to trees in the neighborhood? Do you know which trees will
need to be removed with construction?
A30: Tree removal will be reviewed with final design of the project. If your existing water
service is located within close proximity of a tree, it is likely it will need to be removed
with the service replacement construction. The City's policy is to replace trees (with
either a 2.5 -inch diameter deciduous trees or 8 -foot coniferous trees) that are impacted by
water service replacement. However, boulevard trees that must be removed due to curb
and gutter or storm sewer installation will not be replaced.
Q31: My water shut -off is located within my driveway. Will the City replace my driveway if it
is removed with construction?
A31: Yes. Driveways will be patched to the construction limits with in -kind materials (i.e.
bituminous driveways will receive a bituminous patch; concrete driveways will receive a
concrete patch, etc.).
Q32: What is the cost of the tree removal?
A32: Tree removals are included in the overall project costs, and are not assessed to just those
property owners requiring tree removal at their residence.
Q33: What type of warranty is there on the driveway patches?
A33: Driveway patches are under contractor warranty for one year after installation.
Q34: When will the project start?
A34: Construction will take place between May and November of 2013. Once a contractor is
selected for the project, more detailed schedules, including a construction phasing plan
map, will be made available to residents via mail, the City's website, and a City e -mail
listsery that residents can sign up for on the City's website. During construction, the on-
site construction observers for the project will provide residents with door hangers to
alert them to any changes in construction activity on the job.
Q35: The assessment estimate that was presented tonight — does that figure represent the 40%
to be assessed after the City contributes its 60% share?
A35: Yes.
Q36: How is water main lining completed?
A36: Valves, tees and hydrants are excavated and replaced, and the contractor then excavated
two pits at either end of the project to insert a resin within the existing water main pipe
that will line the interior of the pipe. After that resin has cured, a robotic camera is sent
into the newly lined water main pipe to cut out each of the water service locations.
Q37: What will the new pavement thickness be?
A37: The pavement design will depend on the data collected with the soil borings. Typically,
the City requires 12 -inchs of sand, 6- inches of reclaimed aggregate base, 2- inches of
bituminous base course paving and 1.5- inches of bituminous wear course paving along a
local residential street.
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Lakeville 2013 Street Reconstruction Project Clay's Acres and 204 Street Neighborhood
Meeting Minutes
August 8, 2012
Page 7
Q38: What load limits be for the new streets?
A38: Streets within Clay's Acres will be designed to accommodate 7 tons.
Q39: If the project costs end up being higher than were originally estimated, will the proposed
assessment amount go up?
A39: Once bids are received for the project (in March, 2013) the final assessment calculations
can be completed, and a final assessment hearing will be held (in April/May, 2013) prior
to starting construction. The City of Lakeville has chosen to hold the assessment hearing
prior to construction such that if there are any unknown costs encountered with
construction, those cost are bore entirely by the City, and not those specially benefitting
property owners.
K:\ 02109 -020\Admin\Meeting\Neighborhood Meeting \08 -08 -12 (Clay's Acres 204th Street) Neighborhood Meeting Minutea.docx
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