HomeMy WebLinkAbout07(A) - Resolution Ordering the Improvements for the Northwood Road Area Project (2026-01, 2027-01, 2028-02) Report
ITEM: 7A
CITY COUNCIL AGENDA REPORT
MEETING DATE: September 23, 2025
PREPARED BY: Luke Schwarz, Assistant City Engineer
PRESENTED BY: Nick Monserud, Public Works Director/City Engineer
AGENDA ITEM: Resolution Ordering the Improvements for the Northwood Road
Area Project (2026-01, 2027-01, 2028-02)
STRATEGIC STABLE & SUSTAINABLE INFRASTRUCTURE
PRIORITY: 1. Maintain average OCI 70.
RECOMMENDED ACTION:
Adopt a resolution ordering the improvements for the Northwood Road Area Project (2026-01,
2027-01, 2028-02). A 4/5 vote is required to approve the resolution to order the improvements.
BACKGROUND:
The City uses a Capital Improvement Program to plan the timing and funding of its capital
infrastructure improvements. The Northwood Road Area Project is proposed to be a 3-year project
that includes sections of mill & overlay, reclamation, and full reconstruction throughout the project
area shown on the attached location map.
The primary purpose of the project is to upgrade the street condition, the water distribution system,
and the sanitary sewer system. The existing pavement condition is extremely poor and requires
rehabilitation in order to meet the city’s strategic initiative to maintain an average overall condition
index (OCI) of 70 on all its roadways across the City.
The Minnesota Statute Chapter 429 process applies to all projects that will be funded in whole or
in part through special assessments or bond proceeds. The attached feasibility report, which was
approved by the City Council at the August 26, 2025 meeting, includes total estimated costs,
preliminary assessment amounts, and a project funding summary. The report, which has been
shared with residents via the project website, outlines which portions of the cost will be assessed
to the benefiting properties.
The proposed schedule for the 2026 portion of the project is as follows:
Action Date
Public hearing to order the improvements September 23, 2025
Receive plans and specifications and authorize advertisement for bids December 2025
Bid opening January 2026
Assessment hearing and award contract March 2026
Begin construction May 2026
Substantial completion of the project September 2026
This project is feasible from an engineering and economic standpoint. The Chapter 429 special
assessment statute requires a public hearing be conducted prior to proceeding with the project.
City of Prior Lake | 4646 Dakota Street SE | Prior Lake MN 55372
Item 7A
Page | 2
*Approval of the resolution ordering the improvements requires a 4/5 vote.
FINANCIAL IMPACT:
The Northwood Road Area Project is proposed to be funded as shown below:
Proposed Funding
2027
Funding Source 2026 2029
$860,000
Ad Valorem Tax $1,925,000 $1,925,000
$862,000
Assessments $1,157,000 $825,000
$1,151,000
Franchise Fees $1,948,000 -
$589,000
Utility Fund – Storm Sewer $346,000 $269,000
$1,059,000
Utility Fund – Sanitary Sewer $743,000 $1,184,000
$864,000
Utility Fund - Water $1,000,000 $1,184,000
-
PIR $945,000 -
-
PIR Assessment $222,000 -
$5,385,000
Total $8,286,000 $5,387,000
ALTERNATIVES:
1. Motion and second to adopt a resolution ordering the Northwood Road Area Project
(2026-01, 2027-01, 2028-02).
2. Motion and second to remove this item from the consent agenda for further discussion.
ATTACHMENTS:
1. Resolution
2. Location Map
3. Feasibility Report
4646 Dakota Street SE
Prior Lake, MN 55372
RESOLUTION 25-
A RESOLUTION ORDERING THE IMPROVEMENTS FOR THE NORTHWOOD ROAD AREA
PROJECT (2026-01, 2027-01, 2028-02)
Motion By: Second By:
WHEREAS, the Prior Lake City Council on its own initiative has determined that it desires
to complete the Public Improvements for the Northwood Road Area Project
(2026-01, 2027-01, 2028-02); and
WHEREAS, on August 26, 2025 the City Council accepted the feasibility report and called
for a public hearing to be held for the Northwood Road Area Project which
includes improvements to aggregate base, concrete curb and gutter,
bituminous surfacing, the sanitary sewer, watermain and storm sewer
systems, and other appurtenant work; and
WHEREAS, ten days’ mailed notice and two weeks’ published notice of the hearing was
rd
given, and the hearing was held on the 23 day of September, 2025 at which
time all persons desiring to be heard were given an opportunity to be heard
thereon; and
WHEREAS, since the project was initiated by the City Council it must be approved by a 4/5
vote in accordance with Minnesota Statutes 429.031 Subdivision 1(f).
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility
report.
3. The City Council, by the required statutory 4/5 vote, does hereby order the project as
outlined in the feasibility report.
4. The City Engineer is hereby designated as the Engineer for these improvements and is
authorized to record engineering expenses in the construction funds TRN26-000001 and
PIR27-000001.
5. The Engineer shall prepare plans and specifications for the making of such improvements
for Northwood Road Area Project.
6. The City shall let the contract for all or part of the work to be performed in 2026, or order all
or part of the work done by day labor or otherwise as may be authorized by law, no later
than one year after the adoption of this resolution.
7. The City shall let the contract for all or part of the work to be performed in 2027, or order all
or part of the work done by day labor or otherwise as may be authorized by law, no later
than two years after the adoption of this resolution.
8. The City shall let the contract for all or part of the work to be performed in 2029, or order all
or part of the work done by day labor or otherwise as may be authorized by law, no later
than four years after the adoption of this resolution.
9. The City Council authorizes the following preliminary funding sources and corresponding
transfers to the Construction Fund for the project:
Proposed Funding
2027
Funding Source 2026 2029
$860,000
Ad Valorem Tax $1,925,000 $1,925,000
$862,000
Assessments $1,157,000 $825,000
$1,151,000
Franchise Fees $1,948,000 -
$589,000
Utility Fund – Storm Sewer $346,000 $269,000
$1,059,000
Utility Fund – Sanitary Sewer $743,000 $1,184,000
$864,000
Utility Fund - Water $1,000,000 $1,184,000
-
PIR $945,000 -
-
PIR Assessment $222,000 -
$5,385,000
Total $8,286,000 $5,387,000
rd
Passed and adopted by the Prior Lake City Council this 23 day of September 2025.
VOTE Briggs Braid Churchill Lake Hellier
Aye
☐ ☐ ☐ ☐ ☐
Nay
☐ ☐ ☐ ☐ ☐
Abstain
☐ ☐ ☐ ☐ ☐
Absent
☐ ☐ ☐ ☐ ☐
______________________________
Jason Wedel, City Manager
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 1: Project Location
August 2025
FEETSCALE
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SPRING LAKE RD SW (CR 12)
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LEGEND
PROJECT LOCATION
Submitted by:
Bolton & Menk, Inc.
12224 Nicollet Avenue
Burnsville, MN 55337
P: 952-809-0509
Northwood Road Area Street & Utility
Improvements
Feasibility Report
City of Prior Lake
August 2025
Prepared by: Bolton & Menk, Inc. Certification
Northwood Road Area Street & Utility Improvements ǀ 24X.135829
Certification
Feasibility Report
For
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Prior Lake, Minnesota
City Project No. 2026-01
BMI Project No. 24X.135829
August 26, 2025
PROFESSIONAL ENGINEER
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.
Signature:
Typed or Printed Name: Brad Fisher, P.E.
Date: 08/26/2025 License Number: 56595
Prepared by: Bolton & Menk, Inc. Table of Contents
Northwood Road Area Street & Utility Improvements ǀ 24X.135829
Table of Contents
I. INTRODUCTION ..................................................................................................................................... 1
II. BACKGROUND ....................................................................................................................................... 2
III. EXISTING CONDITIONS ......................................................................................................................... 3
Streets ........................................................................................................................................... 3
Pedestrian Facilities ...................................................................................................................... 4
Storm Sewer ................................................................................................................................. 5
Sanitary Sewer .............................................................................................................................. 5
Watermain .................................................................................................................................... 5
IV. PROPOSED IMPROVEMENTS ................................................................................................................ 6
Streets ........................................................................................................................................... 6
Pedestrian Facilities ...................................................................................................................... 7
Storm Sewer ................................................................................................................................. 8
Stormwater Management .......................................................................................................... 10
Sanitary Sewer ............................................................................................................................ 11
Watermain .................................................................................................................................. 12
Project Phasing ........................................................................................................................... 13
V. STAKEHOLDER COORDINATION .......................................................................................................... 14
Private Utilities ........................................................................................................................... 14
Public Engagement ..................................................................................................................... 14
VI. RIGHT-OF-WAY, EASEMENTS, AND PERMITS ..................................................................................... 15
VII. ESTIMATED COSTS ......................................................................................................................... 16
VIII. FUNDING & ASSESSMENTS ............................................................................................................ 17
IX. PROJECT SCHEDULE ............................................................................................................................ 19
X. CONCLUSION....................................................................................................................................... 20
Tables
Table 1 – Existing Streets .............................................................................................................................. 4
Table 2 – Estimated Base Project Costs ...................................................................................................... 16
Table 3 – Estimated Alternate Project Costs .............................................................................................. 17
Table 4 – Estimated Financing Breakdown ................................................................................................. 18
Prepared by: Bolton & Menk, Inc. Table of Contents
Northwood Road Area Street & Utility Improvements ǀ 24X.135829
Appendix
Appendix A: Figures
Appendix B: Preliminary Cost Estimate
Appendix C: Preliminary Assessment Roll
Appendix D: Neighborhood Meetings
Appendix E: Geotechnical Report
Prepared by: Bolton & Menk, Inc. INTRODUCTION
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 1
I. INTRODUCTION
The Prior Lake City Council adopted Resolution 24-081 on August 14, 2024 which ordered the
preparation of a Feasibility Report for the 2026-2027 Pavement Management Project. This report
will examine public infrastructure improvements for the Northwood Road Area that borders the
west side of Upper Prior Lake between Spring Lake Road SW (County Road 12) and 154th Street
NW (County Road 82). The following public streets are proposed for improvements:
• Northwood Road NW from Spring Lake Road SW (CR 12) to Island View Road NW
• Butternut Circle NW
• Linden Circle NW
• Knollridge Drive NW
• Knollridge Court NW
• Viewcrest Circle NW
• Hawk Ridge Court NW
• Hawk Ridge Road NW
• Visionary Heights Circle NW
• Tahinka Court NW
• Tahinka Place NW
• Lake Haven Court NW
• Shady Cove Point NW
• Lake Bluff Circle NW
• Fremont Avenue NW from Northwood Road NW to 154th Street NW (CR 82)
• Fremont Street NW
• Fremont Circle NW
• Crystal Circle NW
• Island View Road NW
• Island View Circle NW
• Island Circle NW
See Figure 1 in Appendix A for a map of the proposed project locations.
This report reviews the existing conditions in the project area and discusses, in detail, the
proposed improvements. The proposed improvements evaluated consist of complete street and
utility reconstruction (including watermain, sanitary sewer, and storm sewer), street
rehabilitations via reclamation or milling and overlaying with spot utility improvements,
pedestrian facility additions, stormwater management, and lift station improvements. This report
also provides preliminary cost estimates for the proposed improvements with financing for the
project coming from a combination of the City’s general tax levy, special assessments, and the
City’s sewer, stormwater, and water utility funds.
Prepared by: Bolton & Menk, Inc. BACKGROUND
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 2
Two public open houses were held throughout the project development process providing
property owners and the general public an opportunity to provide their feedback on the proposed
project improvements. Additionally, open online forums were available to the public on the
project website in conjunction with each open house to provide additional opportunities for public
feedback to those that may not have been able to attend the open house(s) in-person. After each
public meeting, the proposed preliminary design was revised to incorporate the feedback
received. A summary of the public feedback received from the first open house meeting is
included in Appendix D.
If the City decides to proceed with the proposed street and utility improvements described in this
report, it is anticipated that final design would be split into three separate construction projects, a
2026 project, a 2027 project, and project tentatively identified for 2028, that would be bid
separately according to their corresponding construction year. A detailed project schedule for the
proposed improvement is identified later in this report.
II. BACKGROUND
The City of Prior Lake’s 2025-2029 Capital Improvement Program (CIP) identifies the Northwood
Road Area Street & Utility Improvements for construction in two phases in 2026 and 2027. The
City of Prior Lake’s 2040 Comprehensive Plan, 2040 Park & Trail System Plan, Local Surface Water
Management Plan, Stormwater Resilience Study, and Special Assessment Policy were all taken into
consideration while developing this report. This report will be used as the basis for the final design
of the two projects.
The project area is primarily zoned for single-family residential with a small area of park/
recreation/preserve towards the south end of the project area. The majority of the streets
throughout the project area are local roads. The one exception is Northwood Road NW from
Spring Lake Road SW (CR12) to Fremont Avenue NW and Fremont Avenue NW from Northwood
Road NW to 154th Street NW (CR 82) which collectively makeup a minor collector roadway by
functional classification serving the neighborhood. This stretch of roadway is also identified as a
Municipal State Aid Street (MSAS route 109), however, the City has indicated they do not plan to
utilize State Aid funding as part of this project.
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 3
III. EXISTING CONDITIONS
Streets
Northwood Road NW from CR 12 to Fremont Avenue NW and Fremont Avenue NW from
Northwood Road NW to CR 82 is a minor collector roadway for the neighborhood that also
directly provides access to residential properties. This stretch of roadway has an Annual
Average Daily Traffic (AADT) of in excess of 3,000 at the high end. All other streets in the
project area are local municipal roads that serve residential properties. The streets within
the project area are all bituminous roads with varying curb treatments. There are concrete
valley gutters at the intersections of Northwood Road & Knollridge Drive, Northwood Road
& Viewcrest Circle, Northwood Road & Hawk Ridge Road, Northwood Road & Lake Haven
Court, Northwood Road & Shady Cove Point, Northwood Road & Lake Bluff Circle, Fremont
Avenue & Fremont Street, and Fremont Avenue & Fremont Circle.
City records show Northwood Road, Fremont Ave, all surrounding streets to the east, and
the majority of the cul-de-sacs to the west were originally constructed generally between
the late-1970’s and the mid-1980’s. The very east end of Hawk Ridge Road, the very east
end of Knollridge Drive, and Viewcrest Circle were constructed in the late-1990’s with the
rest of that development to the west being constructed in the mid-2000’s. The streets have
had varying levels of pavement maintenance in the years since original construction, varying
from just seal coats all the way to full reconstruction.
Soil borings and pavement cores were completed throughout the project area by WSB and
the geotechnical evaluation report resulting from the collected data is included in Appendix
E. The existing bituminous pavement thickness ranges from 4 to 8 inches with an aggregate
base thickness range from 4 to 10 inches. Existing subgrade soils found beneath the
aggregate base are predominantly clayey sands.
Existing street widths vary from 24-ft to 36-ft and the corresponding right-of-way (ROW)
widths are similarly variable. The streets throughout the project area are in varying
conditions based on the time since original construction/most recent reconstruction,
ongoing maintenance, traffic volumes, and a multitude of other factors impacting pavement
deterioration. Table 1 below provides a summary of each street’s characteristics and Overall
Condition Index (OCI) of the pavements. Street widths are measured from face-of-curb to
face-of-curb, or edge of pavement to edge of pavement if there is no existing curb.
The average OCI ratings of the street pavements in the project area are variable and
generally reflective of the pavement age. The bituminous pavement within the study area
exhibits wear and distress due to traffic loading as well as typical weathering effects
experienced with aged asphalt pavement. The existing pavement contains transverse
cracking, and longitudinal cracking. Most of the older pavements is also showing significant
alligator-type cracking which is an indicator of potential subgrade problems.
There are two existing retaining walls on the project. The first wall is adjacent to 16511 &
16525 Northwood Road. The wall is approximately 135-ft in length and is located about 3-ft
behind the back of the curb. The second wall is on Northwood Road adjacent to 15995
Fremont Avenue. The wall is approximately 60-ft in length and is located about 3-ft behind
the back of the curb. Both walls are constructed of typical small retaining wall blocks with a
block cap.
Existing street lights are sporadically located throughout the project area, which are leased
through the two electric service providers.
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 4
Pedestrian Facilities
Existing sidewalks are located on the east side of Northwood Road from CR 12 to Butternut
Circle. A midblock crosswalk shifts the sidewalk to the west side of Northwood Road from
Butternut Circle to the intersection of Fremont Avenue and Northwood Road where it dead
ends. There are also existing sidewalks on the south side of Knollridge Drive, the north side
of Hawk Ridge Court, the east/south side of Hawk Ridge Road from Knollridge Drive to the
park trail crossing east of Tahinka Court, and on the north side of Hawk Ridge Road from the
park trail crossing east of Tahinka Court to Northwood Road.
Table 1 – Existing Streets
Street Name Street
Width
Typical
ROW Width
Curb Type Avg. OCI
Rating
Northwood Road NW
(CR12 to Lake Haven)
28-ft 60-ft B618 21
Northwood Road NW
(Lake Haven to Fremont)
32-ft 66-ft B618 21
Northwood Road NW
(Fremont to Island View)
24-ft 50-ft B618 75
Fremont Avenue NW
(Northwood to Crystal Bay)
36-ft 60-ft Surmountable 63
Fremont Avenue NW
(Crystal Bay to CR82)
32-ft 80-ft B618 75
Butternut Circle NW 30-ft 50-ft N/A 63
Linden Circle NW 18-ft 20-ft to 30-ft Surmountable 56
Knollridge Drive NW
(East End)
28-ft 60-ft Surmountable 39
Knollridge Drive NW 28-ft 55-ft Surmountable 74
Knollridge Court NW 28-ft 50-ft Surmountable 75
Hawk Ridge Road NW
(East End)
28-ft 50-ft Surmountable 31
Hawk Ridge Road NW 28-ft 60-ft Surmountable 76
Hawk Ridge Court NW 28-ft 55-ft Surmountable 70
Tahinka Court NW 28-ft 50-ft Surmountable 76
Tahinka Place NW 28-ft 50-ft Surmountable 76
Visionary Heights Circle
NW
28-ft 50-ft Surmountable 68
Viewcrest Circle NW 28-ft 70-ft Surmountable 16
Lake Haven Court NW 28-ft 50-ft Surmountable 65
Shady Cove Point NW 28-ft 50-ft Surmountable 55
Lake Bluff Circle NW 28-ft 50-ft Surmountable 71
Fremont Street NW 30-ft 60-ft Surmountable 31
Fremont Circle NW 30-ft 50-ft Surmountable 43
Crystal Circle NW 30-ft 50-ft Surmountable 34
Island View Road NW
(North End)
30-ft 60-ft Surmountable 55
Island View Road NW 30-ft 60-ft N/A 21
Island View Circle NW 24-ft to 30-
ft
50-ft N/A 61
Island Circle NW 30-ft 50-ft Surmountable 27
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 5
There is an existing bituminous trail system in and around the Knollridge Drive/Hawk Ridge
Road area that connects to Northwood Meadows Park and to Spring Lake Regional Park.
There is also a small segment of existing bituminous trail on the west side of Fremont
Avenue from CR 82 to Crystal Bay Lane NW, which connects into the greater trail system
through Glynwater Park.
Storm Sewer
City records show that the storm sewer systems within the project area were installed with
the original construction or reconstruction of the streets. Most of the storm sewer
throughout the project area consists of catch basins with storm sewer pipe that directly
outlets into ditches, ponds, or the lake. For the most part, they do not have storm sewer
mains that connect the catch basin inlet areas together. The exception to this is The Coves
of Northwood Meadows development (which includes Knollridge, Hawk Ridge, and the
connecting cul-de-sacs) which has a more elaborate storm sewer system, including storm
sewer mains and outlets to stormwater management ponds surrounding the development.
There are a couple of culverts that connect pond systems and wetlands to Upper Prior Lake
that help to manage water levels as well. It appears that the majority of the existing storm
sewer throughout the project area is constructed of reinforced concrete pipe (RCP).
Sanitary Sewer
City records show that the sanitary sewer systems within the project area were installed
with the original construction or reconstruction of the streets. The older sanitary sewer is
constructed of vitrified clay pipe (VCP) while the newer sanitary sewer is constructed of
polyvinyl chloride pipe (PVC). The existing condition of the sanitary sewer system was
documented by televising of the sewer main. The PVC sanitary sewer is generally in good
condition while the VCP sanitary sewer is in varying condition from poor to adequate
depending on the exact location. Televising revealed the presence of cracked pipes, offset
joints, pipe sags, and groundwater infiltration at joints within some of the VCP sewer
segments. The groundwater infiltration adds to the volume of wastewater being treated and
subsequently the wastewater treatment costs. Service laterals to individual homes are not
well documented within the project areas but are generally anticipated to be 4-inch
diameter services.
The sanitary sewer generally runs along the center of the roadways, with the exception of
along Northwood Road and Island View Circle where the majority of the sanitary sewer runs
along the lake through backyards or in the boulevard on the west side of the street. The
overall project area also includes three lift stations with forcemain to manage the gravity
sanitary sewer in the area. The lift station and forcemain located on Fremont Avenue, just
north of Island View Road was recently rehabilitated and is in good condition. The lift station
and forcemain located on Northwood Road, east of Fremont Avenue (LS 26) was
constructed in 1979 with the last rehabilitation occurring in 2007 and are both in need of
improvements. The lift station and forcemain located on Northwood Road, just southwest of
Butternut Circle (LS 25) was constructed in 1979 with the last rehabilitation occurring in
2006 and pump replacement in 2023 but other than the pumps, both the lift station and the
forcemain are in need of improvements.
Watermain
City records show that the watermain system within the project area was installed with the
original construction or reconstruction of the streets. The watermains are constructed of
either cast iron pipe (CIP) or ductile iron pipe (DIP) and varies in size from 6-inch diameter
up to 12-inch diameter. The watermain generally runs within the footprint of the roadways,
Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 6
with the exception of a stretch along Northwood Road from Linden Circle to east of Fremont
Avenue where the watermain runs along the backyards of properties or in the boulevard on
the west side of the street.
City staff have communicated the locations of documented watermain breaks within the
project area which generally align with the older segments of watermain which would be
anticipated to be in a poor condition. Limited watermain breaks have been identified with
the newer segments of watermain indicating they are still in good condition. Service lines
within the project are not well documented but are anticipated to be 1-inch diameter to
individual homes.
IV. PROPOSED IMPROVEMENTS
Streets
Based on roadway age, surface deterioration, sub-soils, and the need for utility
improvements, a variety of street improvement treatments are proposed throughout the
proposed project area. Streets still in a reasonably decent condition without the need for
utility replacements will receive a mill and overlay. Streets in a deficient condition with
reasonable base materials and without the need for significant utility replacements will
receive a reclamation and overlay. Streets in poor condition and/or those requiring
significant utility replacements will receive a reconstruction. See Figure 2 in Appendix A for
the street improvement classification map which identifies the proposed improvement type
for each street. The roadways will all generally match existing street widths and on-street
parking conditions, with the exception of Fremont Avenue from Northwood Road to Island
View Road, which is detailed more in the Pedestrian Facilities section.
Streets identified for mill and overlay will, in general, include rehabilitation of the existing
street pavement by milling off the top (approximately 2-inch) layer of existing pavement and
re-paving with new (approximately 2-inch) bituminous pavement after installation of a
“Texas Underseal” on top of the remaining base pavement, which is a sealant that helps to
delay reflective cracking. This process will include considerations to re-instate the crown of
the roadway if there are areas of deficient crown. No street light improvements are
proposed in mill and overlay project areas.
Streets identified for reclamation and overlay will, in general, include rehabilitation of the
existing street pavement by grinding up the existing pavement and mixing it with the
underlying gravel street base to create a new recycled aggregate base that will be reused in
the new street section. This reclaim material is then reshaped, graded, compacted, and
excess material hauled offsite before re-paving with two lifts of new (approximately 4-
inches total) bituminous pavement. No street light improvements are proposed in
reclamation project areas.
Streets identified for reconstruction will, in general, include the replacement of all surface
pavements. All reconstructed streets will be constructed to an urban section to improve
safety and drainage throughout the corridor. B618 style concrete curb and gutter is
proposed on each side of the street to meet current city standards, improve drainage, and
support the edge of pavement. The exception to this is utilization of a surmountable style
concrete curb and gutter along a stretch of the north side of Island View Circle and on the
inside circle of the Butternut Circle cul-de-sac to allow for trailer parking. The roadways will
be reconstructed to a 10-ton design load standard with horizontal and vertical geometry
generally matching the existing with design standards for a 30 mile per hour design speed.
Based on the geotechnical recommendations and minimum city standards, the proposed
Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 7
reconstruction street section will include:
4” Bituminous Wearing Course (two lifts)
6” Class 5 Aggregate Base
24” Select Granular Embankment
Geotextile Fabric, Type 9
Subsurface drain tile will be installed at the bottom of the street sections, under the curb
line, to help ensure the new roadway sections will remain free draining. This helps reduce
stress on pavement from freeze thaw action. During construction, if areas of poor soil are
encountered, additional subgrade excavation and replacement will be required. Concrete
driveway aprons meeting city standard will be installed at the back of curb where sidewalk
exists and at other select locations to be determined during final design. Driveway aprons
will be poured directly up to specialty driveway materials (stamped concrete, colored
concrete, etc.), where possible. Otherwise, driveways will be replaced beyond the driveway
apron, or sidewalk if applicable, with materials matching the existing driveway. All disturbed
boulevard areas will be restored with topsoil and new sod or seed. The two modular block
retaining walls within the reconstruction project areas will be replaced with new “big block”
retaining walls, meeting current city standards. Street lights along the reconstruction streets
will be upgraded to the current design standard located at all intersections, the end of cul-
de-sacs, and every 300-ft between, in accordance with the City’s Residential Street Lighting
Policy. Costs for the new street lights will be under a separate contract directly with the
appropriate electric utility provider and is not included in the preliminary cost estimate.
It should be noted that Northwood Road and Fremont Avenue from CR 12 to CR 82 is a
minor collector roadway and city standards for a minor collector street width is identified as
36-feet. Widening of the narrower stretches to meet this standard was evaluated and a
number of issues were identified. The primary function of minor collectors is to provide
routes to travel to and from, or passing through, a neighborhood. Common practices today
would not provide residential accesses directly to a collector roadway due to safety
concerns and conflicts with the primary function of the roadway. Given the existing
conditions, this cannot be avoided and conflicts arise when there are concerns between
traffic volumes, speeds, and pedestrian safety. The City’s Transportation Plan recommends
considering traffic calming measures, such as street narrowing, where excessive speeds
pose a safety problem. Ultimately, speed concerns along the corridor, the number of
driveways with direct access to the road, and the adverse impacts to driveway grades led to
the decision to maintain the existing width, which is narrower than the standard.
There are also a few specific improvements identified throughout the project areas,
regardless of improvement type that were considered during the preliminary design. Based
on the existing speed concerns on Northwood Road and Fremont Avenue from CR 12 to CR
82, four hard-wired speed feedback signs are proposed for implementation into the project
design. Fremont Street NW is identified as a "Future Thru Street" so it is proposed to add a
“No Outlet” sign with the name blade signs at the entrance to Fremont Street. It has also
been identified that there are a significant number of turtle crossings within the project
area, primarily crossing from the pond/wetland area on the west side of Northwood Road,
just north of Center Road, to get to Upper Prior Lake. To avoid conflicts with vehicles, a
fence will be installed along the pond area to direct turtles to the culvert that crosses under
the road to provide a controlled, safe crossing to the lake.
Pedestrian Facilities
Streets identified for mill and overlay and reclamation will, in general, include spot
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replacement of existing concrete sidewalks and asphalt trails to correct settled/heaved or
severely cracked/deteriorated segments that inhibit proper operation. Existing pedestrian
facilities will also include replacement of all pedestrian ramps to upgrade to current ADA
standards.
Streets identified for reconstruction will include full replacement of all existing pedestrian
facilities in kind. Minor changes to the alignments will be considered to produce a better
design from a safety and operation standpoint but all existing facilities will remain on the
same side of the street. Improvements to the mid-block crossing of Northwood Road at
Butternut Circle were evaluated during the preliminary design of the project. The City
Transportation Plan identifies bumpouts, or curb extensions, as an option at these locations
to shorten the crossing distance and help reduce vehicle speeds, however, the roadway
width is already at 28-feet which leaves very little room for further constriction, making a
bumpout at this location impractical. Signage identifying the pedestrian crossing, both at the
crossing location and advanced warning signs, will be included for replacement as part of
the design. Tree trimming will also be evaluated during final design to improve sight lines
between vehicles and pedestrians. A Rectangular Rapid Flashing Beacon (RRFB) is a further
improvement that could be implemented if desired, however, pedestrian traffic does not
appear to warrant this level of improvement at this location based on currently available
information.
Additionally, the City’s 2040 Park & Trail System Plan identifies a gap in the system along
Fremont Avenue from Northwood Road to Crystal Bay Lane. Adding a new concrete
sidewalk along this stretch would make the most sense on the west side of Fremont Avenue
as it would easily connect to an existing sidewalk on the west side of Northwood Road to the
south and an existing trail on the west side of Fremont Avenue to the north. Upon initial
evaluation, addition of a new sidewalk on this stretch was not feasible within the existing
footprint as it caused a significant increase to many of the driveways that are outside of
reasonable design standards. As a result, Fremont Avenue from Northwood Road to Island
View Road is proposed to be narrowed to a 30-foot width. This will allow for a new sidewalk
on the west side of Fremont Avenue, while maintaining driveway grades within reasonable
design standards. The existing street width is proposed to be maintained from Island View
Road to Crystal Bay Lane as there seems to be enough room to accommodate the new
sidewalk along that stretch. The narrowed section of roadway will eliminate on-street
parking on the west side of the roadway and will require replacement of the entire length of
curb on the west side of the road to accommodate.
See Figure 12 in Appendix A for the proposed new sidewalk plan along Fremont Avenue
from Northwood Road to Island View Road.
Storm Sewer
Streets identified for mill and overlay and reclamation will, in general, include minor spot
utility repairs in isolated areas. All manhole castings will be replaced and adjusted with
replacement of all deficient rings to meet the new pavement improvements. Catch basin
castings within the curb footprint will remain in place, unless a specific repair need is
identified.
Streets identified for reconstruction will include near full replacement of the storm sewer
system. Some existing culverts and/or outlet aprons in good condition that won’t be
impacted by the rest of the construction operations will remain in place. Incorporation of
new storm sewer will be required to serve the streets transitioning from rural to urban
street sections.
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To identify the proposed storm sewer improvements within the reconstruction areas, the
existing storm sewer pipe network was analyzed based on hydraulic performance and
spread analysis, which involves determining how much water flows in the gutter and how
much water will spread onto the roadway during a storm event. Northwood Road is a State
Aid route from County Road 12 to the intersection with Fremont Avenue, and along
Fremont Avenue from the intersection with Northwood Road to County Road 82. The pipe
capacity was analyzed using a 10-year storm event and the spread analysis using a 3-year
storm event. The reconstructed streets that are not part of the State Aid system were
analyzed for 10-year pipe capacity and a 2-year spread design.
Five (5) storm sewer options were considered for implementation on the Northwood Road
area reconstruction project:
Option 1 - Replace In-Kind: This option would not change the existing storm sewer layout
and would not add any new catch basins or increase pipe sizes. An analysis of the existing
system found 16 catch basins to exceed the spread requirements and several runs of pipe to
be surcharged during a 10-year event.
Option 2: This option would replace the existing storm sewer system with new storm pipe
and drainage structures. Additional catch basins would be installed and pipe size
deficiencies addressed, as necessary. From Shady Cove Point NW to the north along
Northwood Road to Fremont Avenue there is over 1,100-feet of roadway that does not have
any storm sewer. Two pairs of catch basins and a new storm sewer pipe would be added
along this stretch of road to meet State Aid standards. A new outlet would be installed
between the homes on the east side of Northwood Road, which would discharge into Prior
Lake. A wider drainage and utility easement would be required from the homeowners for
the outlet pipe for this to be a viable option. State Aid standards would be met along
Northwood Road from County Road 12 to Fremont Avenue NW. The rural road sections to
be reconstructed would have concrete curb and gutter added and use a 10-year pipe design
and a 2-year analysis for street water spread. Sump manholes with a skimming device will
be installed at all structures prior to discharging into the lake to aid in the removal of
sediment.
Option 3: This option would be similar to Option 2, except instead of installing a new outlet
pipe to the east of Northwood Road, the new mainline storm sewer would be extended
north to Fremont Avenue, turn east on Northwood Road, and connect to the existing 18-
inch outlet pipe at the low point that drains south into Upper Prior Lake. Modeling indicates
this pipe would be surcharged in a 10-year event, meaning the pipe capacity is exceeded,
but none of the upstream structures would be surcharged.
Option 4: This option would be similar to Option 3. The only difference is that the existing
18-inch storm sewer outlet pipe from Northwood Road to the lake would be replaced with a
21-inch pipe to remove the surcharge from this storm sewer section. The narrow easement
between homes that this pipe sits in would make constructability of this option very difficult
and costly.
Option 5: This option would be similar to Option 3, except it includes the full
replacement/addition of storm sewer continuing north on Fremont Avenue from
Northwood Road to just north of Island View Road. Additional catch basins and pipe would
be added on Fremont Avenue to meet State Aid standards and the storm sewer would
outlet near the existing culvert. While possible, this would be the most expensive option and
design options would be limited since Fremont Avenue is not proposed for full street
reconstruction so the design would need to conform around existing utility installations
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through that corridor.
After analyzing the options evaluated, Option 3 addresses the majority of existing issues in a
cost-effective manner while minimizing significant impacts to adjacent properties.
Therefore, Option 3 is recommended for inclusion in the project and was utilized in
developing the preliminary cost estimate.
The culvert outlet under Fremont Avenue, just north of Island View Road was previously
identified in the City’s Local Surface Water Management Plan to be undersized and to be
frequently blocked. It identifies an upgrade to the culvert in coordination with the Prior Lake
Spring Lake Watershed District (PLSLWD) and the Department of Natural Resources (DNR),
as needed. This culvert was further evaluated in the Prior Lake Stormwater Resilience Study
where WSB identified the necessary improvement to upsize the culvert to a 42-inch
diameter RCP culvert which has been incorporated into this project.
The culvert outlet of the wetland west of Northwood Road, just south of Linden Circle was
previously identified in the City’s Local Surface Water Management Plan as not functioning
properly to maintain water levels. Additionally, the PLSLWD had observed carp using the
wetland as a possible spawning area. It was identified to have an overflow structure with an
improved skimmer installed to better maintain the water level and the installation of a carp
grate in cooperation with the PLSLWD. The carp grate was confirmed to be installed in 2021.
This location will be further analyzed during final design utilizing the city’s stormwater
model to determine if any further improvements are necessary but none are anticipated nor
were included in the preliminary cost estimate.
See Figures 3 to 11 in Appendix A for the proposed utility improvements throughout the
project areas.
Stormwater Management
PLSLWD collaborates with Local Governmental Unit (LGU) partners, including the City of
Prior Lake, who assume the primary permitting authority within their areas of jurisdiction
that are subject to the PLSLWD Rules. The volume control requirement for the municipal
separate storm sewer system (MS4) permit requires the greater of 1-inch of runoff over the
new impervious area or 0.5-inches of runoff over the new and reconstructed impervious
area. The project is anticipated to have approximately 400,000 square feet of
new/reconstructed impervious area (exclusive of rehabilitation methods). Therefore, this
project will require a volume control quantity of approximately 17,000 cubic feet.
Due to the linear nature of the project area which is fully developed, there are very limited
to no opportunities for additional stormwater management BMP’s to be installed within
existing right-of-way or city-owned property. Also of note is that the north portion of the
project area is identified to be within a wellhead protection area and typically infiltration is
not allowed in these areas. After discussions with City staff, the stormwater management
requirements will be met through a combination of PLSLWD Volume Control Credits
accumulated from previous offsite stormwater treatment projects and through the public
linear project cost cap. The permit states that volume reduction practices are not required if
the practices cannot be provided cost effectively. The water quality volume treatment is to
be maximized prior to discharge. The implementation of sump storm structures with a
sediment capture device will be implemented prior to ultimate outfalls to maximize water
quality treatment within the confines of the project. No additional stormwater management
features have been included in the preliminary cost estimate to be incorporated with the
final design.
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Sanitary Sewer
Streets identified for mill and overlay and reclamation will, in general, only include minor
spot utility repairs in isolated areas. All existing manhole rings and castings will be replaced
and adjusted with new chimney seals to meet the new pavement grades.
Based on the existing sewer pipe age, materials, and televising results, streets identified for
full reconstruction will include full replacement of the sanitary sewer, with the exception of
Island Circle and Northwood Road from approximately 200-feet south of Knollridge Drive to
Hawkridge Road. Those two segments of sanitary sewer are not identified for replacement
because the existing sanitary sewer was constructed of PVC pipe and is identified to be in
relatively good condition. It should be noted that the existing sanitary sewer on the segment
of Northwood Road identified above is located in the west boulevard as opposed to the
typical standard of generally along the roadway centerline. The potential for
replacing/relocating the sanitary sewer on this stretch of Northwood Road will be further
evaluated during final design for that project year.
The city’s comprehensive plan shows no planned increase in pipe sizes for the sanitary
sewer, however, we will at least ensure the minimum pipe diameter of 8-inches is installed
for all new sanitary mains to meet city standards. The new sanitary sewer system will be
constructed with PVC pipe and precast concrete structures meeting city standard details. All
sewer services are proposed for replacement from the new sewer main to the property line
with new PVC wyes and 4-inch diameter PVC service pipe for residential properties. The
replaced sanitary sewer will be designed to generally follow the centerline of the roadways.
The segments of sanitary sewer that runs along the lake through backyards along the east
side of Northwood Road from Linden Circle to just east of Fremont Avenue cannot feasibly
be relocated to within the street while still maintaining gravity service to the houses it
serves. Replacement in the same location would be immensely impactful to each of the
properties that the easement runs through and very expensive. Therefore, this stretch of
sanitary sewer will remain in place with no improvements performed as part of this project.
City staff have indicated that they plan to have this stretch of sanitary main Cured-In-Place-
Pipe (CIPP) lined as part of their annual sewer lining program in the near future. This is a
trenchless method of pipe rehabilitation that is minimally impactful and cost-effective,
especially when performed at a large quantities with other segments throughout the city.
There are two segments of sanitary sewer along the north side of Northwood Road from
Island View Road to LS 26 that are offset in the northern boulevard. Open cut replacement
would be very impactful to the adjacent properties and are therefore identified to be CIPP
lined instead. This will be bid as part of the project, but if costs come in high, will be
excluded and added to a future project with the city’s annual sewer lining program, as noted
above.
The lift station and associated forcemain located on Fremont Avenue, just north of Island
View Road do not have any improvements proposed as part of this project. However, the
city identified the need for an expansion to the parking area at the lift station to allow for
adequate parking of maintenance trucks.
The lift station located on Northwood Road, east of Fremont Avenue (LS 26) is in need of
improvements and the associated forcemain is proposed for complete replacement.
Proposed improvements to the lift station include, but is not limited to, a new wet well lid
and vent pipe, valve vault, 6-inch piping, valve vault drain line, valves, bypass port inside
valve vault, pumps, pump bases, guiderails, brackets, pump chains, control panel, floats,
transducer, control panel concrete pad, and a wet well repair with a structure coating. City
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staff also indicated they would like a street light and a hydrant incorporated near the station
with the final design.
The lift station and forcemain located on Northwood Road, just southwest of Butternut
Circle (LS 25) is in need of improvements and the associated forcemain is proposed for
complete replacement. The pumps at this lift station are only a couple of years old and are
proposed to be reused with the lift station rehabilitation. Proposed improvements to the lift
station include, but is not limited to, a new wet well lid and vent pipe, valve vault, 6-inch
piping, valve vault drain line, valves, bypass port inside valve vault, pump bases, guiderails,
brackets, pump chains (assuming 2023 Flygt pumps to be reused), control panel, floats,
transducer, control panel concrete pad, and a wet well repair with a structure coating. City
staff also indicated they would like a street light and a hydrant incorporated near the station
with the final design. This location will also include an expansion to the parking area at the
lift station to allow for adequate parking of maintenance trucks.
The lift station improvement needs will be further evaluated during final design and these
improvements may be separated out and bid as a design alternate to allow for evaluation of
the pricing independently before committing to the construction costs.
See Figures 3 to 11 in Appendix A for the proposed utility improvements throughout the
project areas.
Watermain
Streets identified for mill and overlay and reclamation will, in general, only include minor
spot utility repairs in isolated areas. Existing valve boxes will be adjusted to meet the new
pavement final grades and spot replacements of damaged valve boxes identified in the field
will be accounted for.
Based on the existing watermain pipe age, materials, and size, streets identified for full
reconstruction will include full replacement of the watermain with new PVC pipe, with the
exception of Island Circle and Northwood Road from approximately 200-feet south of
Knollridge Drive to Lake Bluff Circle. Those two segments of watermain are not identified for
replacement because the existing watermain was constructed of DIP and is identified to be
in relatively good condition without a notable history of breaks. It should be noted that the
existing watermain on Island Circle is 6-inch diameter and the existing watermain on the
segment of Northwood Road identified above is located in the west boulevard as opposed
to within the street footprint.
The city’s comprehensive plan shows no planned increase in pipe sizes for the watermain,
however, we will at least ensure the minimum pipe diameter of 8-inches is installed for all
new watermains to meet city standards. The stretch of existing looped 12-inch watermain
will be replaced with the same size. All hydrants, valves, and fittings will also be replaced. All
water service lines are proposed for replacement from the new watermain to the property
line with new 1-inch diameter polyethylene (PE) pipe to individual residences. Curb stops
and boxes with incorporated water locate boxes will be installed at the ROW where the new
service pipe connects to the existing service pipe. The replaced watermain will be designed
to generally follow one side of the roadways while maintaining a minimum 10-ft separation
from the sewer mains.
The stretch of watermain along Northwood Road from Linden Circle to east of Fremont
Avenue where the watermain runs along the backyards of properties cannot be replaced in
the same location without being immensely impactful to each of the properties that the
easement runs through and would be very expensive. Therefore, the long-term plan for this
stretch of watermain is to relocate the watermain along the west side boulevard for
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Northwood Road to within the street footprint. The relocated watermain within the
Northwood Road footprint would then also have water services stubbed out to the ROW for
each property on the east side of the road. Connection of these new water services to the
existing water services in the backyards of each home is possible but would similarly result
in adverse impacts to each property’s backyard and would add significant costs to the
project. The intent would be to maintain both the backyard watermain and the relocated
watermain in the street until the backyard watermain begins to show signs of failure. Any
time a property still connected to the backyard watermain pulls a building permit, the city
would require that property to reconnect to the new water service stub coming from the
road to progressively switch properties over to the new watermain over time. As noted
above, watermain replacement is not currently identified for the stretch of Northwood Road
200-feet south of Knollridge Drive to Lake Bluff Circle so this stretch would require
relocation of the watermain as part of a standalone project in the future. However, the
potential for replacing/relocating the watermain on this stretch of Northwood Road will be
further evaluated during final design for that project year.
While evaluating the watermain throughout the project area, it was identified that the
watermain serving Island View Circle continues under the channel in Upper Prior Lake and
connects to the watermain on Skyline Avenue, creating a loop in the system. The watermain
serving Skyline Avenue was replaced with 8-inch diameter watermain to the cul-de-sac as
part of the 2015 Street Reconstruction project. This project will be replacing the watermain
on Island View Circle with 8-inch diameter watermain which would leave a stretch of 6-inch
diameter watermain between the cul-de-sacs/under the lake causing a constriction in the
system. To maintain best operation of the watermain system, this segment of watermain
should also be upgraded to an 8-inch diameter.
After analysis of the options for replacement, it was determined that a combination of
horizontal directional drilling (HDD) and pipe bursting would be the least impactful methods
of replacement. However, there would still be relatively significant impacts to the properties
with the easement through their backyards, including unavoidable tree removals. As
proposed, the watermain crossing would be re-aligned and would also require new
easements to accommodate along with a DNR Utility Crossing License. Due to the easement
and permitting needs, this portion of the project cannot feasibly be designed with all
required approvals in time for construction in 2026. Additionally, based on estimated
project costs to perform this work relative to the amount budgeted for this project and
dissimilar construction processes, it is not recommended to incorporate the watermain lake
crossing improvement as part of this project and should be considered for inclusion on the
City’s CIP to budget for it as a potential standalone project in the future.
See Figures 3 to 11 in Appendix A for the proposed utility improvements throughout the
project areas.
Project Phasing
The project is proposed to be constructed in three phases from 2026 to 2028 (tentatively),
under three separate contracts. Streets identified for mill and overlay and reclamation can
generally be swapped between each project year relatively easily, due to the limited scope
of utility work. However, project pricing would be impacted if small segments of one
improvement type were separated out for one year or the other. So, in general, it was
advisable to plan for all mill and overlay and/or all reclamation improvements to be
completed within the same year.
Streets identified for complete reconstruction have limited options for breaking out
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individual project areas due to the required constructability for utility installations and
connections. In totality, there are only four segments where the reconstruction(s) identified
within the project area can be separated without adding additional costs to accommodate
temporary connections between phases.
When identifying how to identify the project phasing, the project team evaluated how to
split the project relatively evenly between construction years, provide somewhat reasonable
parking accommodations during construction, provide reasonably efficient access to CR 12
or CR 82 during all construction phases, minimize impacts to street segments that only have
one way in and one way out, and protect the new street pavements installed in earlier
phases from significant construction traffic on the later phases of the overall project. This
thought process generally led to the completion of the outer project streets in 2026 and the
mainline collector street in 2027 and tentatively 2028.
While almost all property owners will still be impacted throughout each construction year,
the project team intends to implement requirements within the contract to allow for
temporary parking locations during major construction operations, such as concrete
installations that keep residents vehicles out of their properties.
See Figures 13 in Appendix A for the preliminary project phasing proposed by year.
V. STAKEHOLDER COORDINATION
Private Utilities
A private utility informational meeting will be held with private utility companies that have
facilities within the project area to understand the presence of existing overhead or
underground facilities and plans for infrastructure upgrades or relocations during the final
design phase of the project. While reviewing the proposed project layouts, it is anticipated
that at a minimum, adjustments to private utility lines may be required to accommodate the
new sidewalk grades along the west side of Fremont Avenue.
Additionally, the project team will meet with the power utility providers within the project
area to coordinate the installation of new street lighting throughout the reconstruction
project areas, as identified.
Public Engagement
The first public open house meeting was held with the adjacent property owners on March
5, 2025. The overall project scope and existing conditions were shared to solicit feedback.
Additionally, the information was posted to the project website which included an online
feedback survey and an interactive inputID map was available for residents to provide digital
comments on specific issues, ideas, or general comments.
A second public open house meeting was held with adjacent property owners on August 7,
2025. This meeting presented the proposed preliminary design, street improvement
classifications, project phasing, project costs, and calculated assessments by type.
Additionally, the information was posted to the project website which included a general
online feedback feature to provide digital comments.
Overall, feedback from residents was positive regarding the proposed project, but several
concerns were raised regarding the design. In general, public feedback indicated a desire to
maximize parking while improving pedestrian connectivity, the need for drainage
improvements, concerns regarding access during construction, and how construction will
impact special events, such as graduation parties. A full summary of the public feedback
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from the first public open house meeting is included in Appendix D. A summary of the public
feedback from the second public open house will be included in the public improvement
hearing staff report.
Given the existing layout of the neighborhood and its proximity to Upper Prior Lake, many of
the project streets only have one way in and one way out. This will make access difficult
during construction, primarily for those streets being completely reconstructed. Given the
proposed improvements and limited space to work with, these access issues are virtually
unavoidable. The city could consider reduced working hours during construction operations
that inhibit access to lessen the burden on property owners, but that would simply extend
the total time that the work occurs. Therefore, it is recommended to include milestones
within the contract documents to encourage the contractor to complete these project areas
as quickly as possible. It is important that realistic expectations for construction are
communicated at all times. The City has been a proponent of investing in enhanced
communication and public engagement services for these types of projects. Utilizing these
services again on this project to provide regular construction updates on construction
progress and access is recommended to help make it a successful project. At times, this may
necessitate daily updates, as opposed to more common weekly updates.
VI. RIGHT-OF-WAY, EASEMENTS, AND PERMITS
Right-of-way, easement, and right-of-entry needs will be further evaluated through the final
design stage. Based on the preliminary design completed to date, additional right-of-way needs
are not anticipated, however, the City may elect to standardize the right-of-way along Linden
Circle which is narrow and doesn’t directly follow the roadway. Linden Circle would have
outstanding prescriptive right-of-way along the existing roadway which doesn’t necessitate the
formal acquisition. Additional easements are anticipated for the proposed new watermain loop
alignment under the lake channel connecting Island View Circle to Skyline Avenue, if included in
the final project scope, and for the proposed new storm sewer area drain in the low-lying area on
the east side of Northwood Road located just north of Linden Circle.
For various work items, minor encroachment onto private property may be beneficial in order to
achieve a better overall quality of work. It is assumed that project staff will discuss these with
property owners and obtain right-of-entries on a case-by-case basis. These items include water
service and curb box installation, sanitary service installation, retaining wall installation, and
driveway connections.
A wetland delineation was conducted in the fall of 2024 to confirm the wetland limits within the
anticipated construction limits and Notice of Decision (NOD) from the appropriate agencies
concurred with the findings of the wetland limits and the currently anticipated impacts resulting in
a No Loss condition. Construction is anticipated to have temporary impacts the wetlands in the
project area as well as a public waterbody on the Public Waters Inventory (PWI) which will require
aquatic resource impact permitting to confirm the preliminary assumptions. As long as the
contract is awarded in time to allow for tree clearing between November and April 15th, we are
not anticipating significant restrictions to the project’s construction (there just may be timeframes
where certain areas cannot be worked on, such as the lake culverts during spring for fish
spawning). Final permit needs will be verified during final design. A preliminary list of anticipated
permits for construction of the improvements include:
• Minnesota Pollution Control Agency (NPDES Construction Stormwater Permit)
• Minnesota Department of Health (Public Watermain Plan Review)
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• PLSLWD Rules via City of Prior Lake review (Stormwater Management, Erosion & Sediment
Control, and Floodplain Alteration)
• US Army Corps of Engineers, Department of Natural Resources, and Local Government Unit
(MN Joint Application for Aquatic Resource Impacts)
o Includes review by the US Fish & Wildlife Service for potential impacts to federally
listed threatened and endangered wildlife/plant species
o Will also submit for an NHIS review for potential impacts to state listed
threatened and endangered wildlife/plant species
• Department of Natural Resources (Utility Crossing License for watermain crossing under
lake)
It has been communicated that turtles are known to frequent the project area and improvements
should be implemented into the project design to mitigate conflicts with turtles. The proposed
preliminary design includes a chain link fence along the pond/wetland area utilized by the turtles,
as recommended by the Local Technical Assistance Program (LTAP), to control turtle crossings and
direct them to the appropriate culvert crossing locations. This recommendation will be evaluated
further during final design for implementation.
VII. ESTIMATED COSTS
Detailed estimates of probable construction costs have been prepared for the improvements
described in this Report and are included in Appendix B. All costs are based on anticipated unit
prices for the 2026 construction season. All estimated project costs also include a 10%
contingency and 25% allowance for legal, engineering, administrative, and finance costs. Table 2
below is a summary of the estimated project costs for the recommended proposed base project
improvements.
These cost estimates are based upon public construction cost information. Since the project team
has no control over the cost of labor, materials, competitive bidding process, weather conditions,
and other factors affecting the cost of construction, all cost estimates are opinions for general
information of the client and no warranty or guarantee as to the accuracy of construction cost
estimates is made. It is recommended that costs for project financing should be based upon
actual, competitive bid prices with reasonable contingencies.
Table 2 – Estimated Base Project Costs
Proposed
Improvements
Reconstruction
(2026)
Reconstruction
(2027)
Reconstruction
(2028 - TBD)
Reclamation
(2026)
Mill &
Overlay
(2026)
Total Project
Costs
Streets $3,360,000 $2,873,000 $2,750,000 $1,671,000 $1,166,000 $11,820,000
Storm Sewer $196,000 $589,000 $270,000 $32,000 $120,000 $1,207,000
Sanitary Sewer $607,000 $1,015,000 $1,185,000 $54,000 $72,000 $2,933,000
Watermain $992,000 $864,000 $1,184,000 $5,000 $5,000 $3,050,000
Total Project
Costs $5,155,000 $5,341,000 $5,389,000 $1,762,000 $1,363,000 $19,010,000
Two design alternates were evaluated as part of the preliminary design. The first is for the
potential CIPP lining of the sanitary sewer located along the north side of Northwood Road near
Island View Road. The second is for the potential watermain replacement under Upper Prior Lake
from Island View Circle to Skyline Avenue. A summary of the estimated project costs associated
with each of the design alternates is presented in Table 3 below. It is recommended to include
Alternate 1 with the final design but to remove Alternate 2 from the final design scope of work
Prepared by: Bolton & Menk, Inc. FUNDING & ASSESSMENTS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 17
due to the unanticipated project costs that can be better budgeted for in the future. It should also
be noted that the inclusion of sanitary sewer and watermain replacement/relocation on
Northwood Road from 200-feet south of Knollridge Drive to Hawkridge Road will be further
evaluated during final design and the estimated costs for said work are not included in this report.
Table 3 – Estimated Alternate Project Costs
Proposed
Improvements
Alternate 1 -
Northwood Sanitary
Lining
Alternate 2 -
Lake Watermain
Crossing
Total Project Costs
Sanitary Sewer $55,000 $0 $55,000
Watermain $0 $390,000 $390,000
VIII. FUNDING & ASSESSMENTS
The project will follow the 429 statutory process to levy special assessments from benefiting
properties, in accordance with the City of Prior Lake’s Special Assessment Policy. The City’s
assessment policy identifies for public improvements, reconstructions will be assessed at 40% of
the street costs, reclamations will be assessed at 40% of the street costs, and mill & overlays will
be assessed at the rate adopted in the current Fee Schedule. Reconstruction and Reclamation
assessments are to be paid over a 10-year period, while Mill & Overlay assessments are to be paid
over a 5-year period. The interest rate for the assessments is determined by adding 2.0% to the
net interest cost of the most recent bond issue sold by the City.
Property owners have four options available regarding the payment of the special assessment,
after adoption by the City Council:
• Prepay with No Interest - Pay the special assessment in full to the City until November of the
assessed calendar year, with no interest. The specific date will be identified at the Special
Assessment Public Hearing.
• Partial Payment - Pay a portion of the special assessment to the City until November of the
assessed calendar year, with no interest. The specific date will be identified at the Special
Assessment Public Hearing. Any remaining special assessment balance will be certified to
Scott County with the identified annual interest rate for inclusion on your property tax
installments.
• Certify to Your Property Taxes – Special assessment amounts not prepaid in full or partially
by November of the assessed calendar year will be certified to Scott County with the
identified annual interest rate for inclusion on your property tax installments. The specific
date will be identified at the Special Assessment Public Hearing.
• Payment Deferral - Apply for a payment deferral if the individual meets the age and income
criteria set out in City Ordinance 111.
Assessments are calculated based on residential equivalent units (REUs). The number of REUs per
property is determined based on the maximum dwelling units for the property multiplied by the
applicable property type factor. The factor for single-family properties is 1.0 and the factor for
multi-family (townhomes) properties is 0.75.
Single-family residential, multi-family residential, parks/recreation, and open space land uses can
be assessed up to a maximum street width of 32-ft (face-to-face) for reconstruction and
reclamation projects. This project area includes one segment of street that exceeds the identified
32-ft width, the segment of Fremont Avenue NW located north of Island View Road, however, that
segment is identified for a mill and overlay so the proportional reduction does not apply.
Prepared by: Bolton & Menk, Inc. FUNDING & ASSESSMENTS
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 18
In situations where the land adjacent to the road being improved is common land owned by all
property owners in a Homeowners Association (HOA), the assessment can either be issued directly
to the HOA, or all property owners in the HOA can be assessed an equal share of the total
assessment for said property.
A general special benefit appraisal consultation was prepared for this project by Nagell Appraisal
& Consulting. The report analyzes the probable special benefit to the abutting properties derived
by the infrastructure improvements. The properties proposed to receive assessments are
identified on the preliminary assessment maps, Figures 14 to 19 in Appendix A. The preliminary
assessment roll is included in Appendix C.
The Assessment Review Committee met at their July 17, 2025 meeting and reviewed the
calculated assessment rates, as well as the results of the general special benefit appraisals. The
Assessment Review Committee determined it was most appropriate to set the unit assessment
rates at $14,000 per SF REU for reconstruction areas and $5,500 per SF REU for reclamation areas.
The Assessment Review Committee also determined it was appropriate to maintain the unit
assessment rates for mill & overlay areas, as set in the City’s Fee Schedule and will be finalized for
this project in 2026, of $1,500 per SF REU and $1,125 per Townhome REU. Additionally, the
Assessment Review Committee determined it was most appropriate to set the assessment rates
for the five indirect benefit parcels along Artic Circle NW at the amounts identified in the general
special benefit appraisal for each property. These rates are based on improvements being
constructed during the 2026 construction season. The rates for improvements constructed during
subsequent construction seasons, for the second and third phases of the project, may be
evaluated for an inflationary increase.
The general ad valorem property tax levy will be used to finance the costs of the remaining street
project costs. The project costs for the storm sewer, sanitary sewer, and watermain improvements
are considered general maintenance and supported by utility fees under the City stormwater,
sewer, and water utility funds and will not be assessed.
The proposed project assessments and funding summary are based on preliminary estimated
project costs for the recommended base improvements. These costs may be revised at the time of
the final assessment hearing depending on final design of the project, soil conditions, bids
received, and actual work performed. The estimated financing breakdown for the estimated
project costs, exclusive of design alternates, are presented in Table 4 below.
Table 4 – Estimated Financing Breakdown
Proposed
Improvements
Reconstruction
(2026)
Reconstruction
(2027)
Reconstruction
(2028 - TBD)
Reclamation
(2026)
Mill & Overlay
(2026)
Total Project
Costs
Ad Valerum $2,660,000 $1,943,000 $2,204,000 $1,005,500 $944,000 $8,756,500
Assessments $700,000 $930,000 $546,000 $665,500 $222,000 $3,063,500
Utility Fund -
Stormwater $196,000 $589,000 $270,000 $32,000 $120,000 $1,207,000
Utility Fund -
Sewer $607,000 $1,015,000 $1,185,000 $54,000 $72,000 $2,933,000
Utility Fund -
Water $992,000 $864,000 $1,184,000 $5,000 $5,000 $3,050,000
Total Project
Costs $5,155,000 $5,341,000 $5,389,000 $1,762,000 $1,363,000 $19,010,000
Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 19
IX. PROJECT SCHEDULE
Each project phase will be designed and bid out for independently. The project will be constructed
in three phases over the 2026, 2027, and tentatively the 2028 construction seasons. The proposed
2026 project schedule will be approximately as shown below:
Public Open House #1 ..................................................................................................... March 5, 2025
Public Open House #2 .................................................................................................... August 7, 2025
Accept Feasibility Report and Call for Public Improvement Hearing* ........................ August 26, 2025
Public Improvement Hearing and Authorize Preparation of Plans & Specs* ..... September 23, 2025
Public Open House #3 (2026 Construction Project) ................................................................ Fall 2025
Approve Final Plans & Specifications and Order Advertisement for Bids (2026)* .... December, 2025
Bidding (2026) ................................................................................................................. January, 2026
Accept Bids and Call for Public Assessment Hearing (2026)* ...................................... February, 2026
Public Assessment Hearing, Adopt Assessment Roll, & Award Contract (2026)* ............ March, 2026
Public Open House #4 (2026) ............................................................................................ Spring, 2026
Construction Begins to Substantial Completion (2026) .......................................... Spring to Fall 2026
Construction Final Completion (2026) ............................................................................... Spring 2027
*Denotes City Council Meeting
The 2027 and tentative 2028 projects will follow a similar schedule to the 2026 project schedule
identified above. Final design will be authorized and is anticipated to begin in early 2026, starting
with the 2027 project and then moving on to the tentative 2028 project. Each project will have a
public open house during final design and again just prior to construction. Each project will have
final plans ready for bidding in January of the identified construction year. This will be followed by
the associated Public Assessment Hearing, adoption of the final assessment roll, and award of the
construction contract prior to construction beginning.
Prepared by: Bolton & Menk, Inc. CONCLUSION
Northwood Road Area Street & Utility Improvements ǀ 24X.135829 Page 20
X. CONCLUSION
This report has been prepared to investigate the potential for rehabilitating and/or reconstructing
the existing Northwood Road area as necessary to serve the roadway corridor into the future. This
report identified the recommended improvements to the infrastructure, provided estimated costs
of the recommended improvements, and identified applicable funding to finance the
improvements.
From an engineering standpoint, this project, as proposed, is feasible, cost effective, and
necessary and it can best be accomplished by letting competitive bids for the work. It is
recommended that the work be done under one contract for each construction season in order to
complete the work in an orderly and efficient manner. The City and the persons assessed will have
to determine the economic feasibility of the proposed improvements.
Appendix A: Figures
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 1: Project Location
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City of Prior Lake
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 3: Utilities
August 2025
LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
FEETSCALE
0 50 100
HORZ.
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NORTH
W
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28
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9'
5'
TURTLE FENCE
>>>>
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R=928.96
SW (15 IN RCP)926.06INV:INV:INV:INV:INV:INV:
S
MHSN /5 Rings @ 1 thick ,Cond:Good
R=932.85
I=S (8 IN CLAY)
NW (8 IN CLAY)
N (8 IN CLAY)
921.77
921.57
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CLVT
INV: 906.54
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R=905.18
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W (24 IN RCP)900.03
899.73
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INV:
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R=908.97
S (8 IN CLAY)
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892.99
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INV:
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R=912.20
SW (8 IN CLAY)
NE (8 IN CLAY)892.04
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13+00
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0
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15
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0
0
17
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0
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18
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19
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0
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0
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0
0
28
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30
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PARCEL 3716511 NORTH
W
O
O
D
R
D
N
W
LARSON PAU
L
S
&
L
A
R
S
O
N
A
M
Y
G
PARCEL 3816499 NORTH
W
O
O
D
R
D
N
W
ZOSCHKE C
R
A
I
G
P
A
R
C
E
L
3
9
1
6
4
7
1
N
O
R
T
H
W
O
O
D
R
D
C
H
A
P
M
A
N
G
R
E
G
O
R
Y
&
C
H
A
P
M
A
N
D
A
N
I
E
L
L
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A
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C
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L
5
4
1
6
3
8
3
N
O
R
T
H
W
O
O
D
R
D
N
W
J
O
N
E
S
S
A
R
A
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J
P
A
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L
5
5
1
6
3
6
1
N
O
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W
O
O
D
R
D
N
W
R
E
V
A
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M
A
R
I
L
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N
C
P
A
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5
6
1
6
3
3
7
N
O
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W
O
O
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W
T
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Z
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F
F
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A
J
&
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PAR
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1
7
0
304
1
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N
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L
L
R
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D
G
E
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R
N
W
SPL
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T
T
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T
O
E
S
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R
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O
R
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A
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1
6
9
3
0
5
5
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N
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N
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A
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N
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A
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1
6
7
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3
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HA
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C
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6
8
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PARCEL 187
16481 HAWK RIDGE CT NW
LOFFHAGEN ADAM G
PAR
C
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L
1
8
6
164
8
5
H
A
W
K
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N
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165
7
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8
7
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A
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4
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3
3
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STA
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PARCEL 36
16525 NORT
H
W
O
O
D
R
D
N
W
HENNEN LA
W
R
E
N
C
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&
M
A
R
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L
A
I
N
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PARCEL 35
PAR
C
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L
5
166
0
5
N
O
R
T
H
W
O
O
D
R
D
N
W
STE
N
S
O
N
G
A
R
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PARCEL 5216427 NOR
T
H
W
O
O
D
R
D
N
W
SMITH LAN
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PARC
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5
3
16407
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6
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7
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S
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N
N
E
N
B
U
R
G
P
A
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L
PARCEL
5
0
3162 LIN
D
E
N
C
I
R
N
W
SUTLIFF
D
E
A
N
N
PARCEL 51
3124 LINDEN CIR N
WMARY E LINDSTRO
M
R
E
V
O
C
A
B
L
E
T
R
U
S
T
A
G
R
E
E
M
E
N
T
464
6
D
A
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 4: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
R
NO
R
T
H
W
O
O
D
R
D
N
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LI
N
D
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C
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LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
RETAINING WALL REPLACEMENT
PROTECT OUTLET CULVERT WITH CARP GRATE
EASEMENT REQUIRED TO DRAIN
LOW AREA BEYOND ROW
>
>
>
>
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C
CC
P
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C
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/TOP OF PIPE AS ROCKS ARE FILLING THE
INV: 957.54CBRC /Cond:Good
R=955.59
S (18 IN RCP)952.74INV:INV:INV:INV:INV:INV:CBRC /5 Rings @ 1 thick ,Cond:Good
R=955.50
W (18 IN RCP)
N (18 IN RCP)952.30
952.10
INV:INV:INV:INV:INV:
INV:
C
C
P
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S
MHSN
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CL
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95
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9
8
95
1
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5
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I=
D
MHST /Cond:Fair
R=960.60
E (12 IN RCP)
W (12 IN RCP)952.96
952.86
INV:INV:INV:INV:INV:
INV:
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/
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8
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949
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2
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3
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8
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949.
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949.
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2
t
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o
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F
a
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r
R=957.84
I=E (12 IN RCP)
S (12 IN PVC)
954.84
954.69I=
C
S
W (8 IN PVC)
947.59
947.46I=
CBRC /CANNOT SEE BOTTOM (DEBRI
S
)
,
4
R
i
n
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0
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8
t
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C
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R=958.11
I=N (12 IN RCP)
C
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CC
CBRC /3 Rings @ 0.6 t
h
i
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C
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n
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a
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r
R=959.49
I=E (12 IN RCP)955.89
CB
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2
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0
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4
t
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a
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9
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0
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(
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c
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n
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:
G
o
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d
R=960.17
I=S (8 IN PVC)
W (8 IN PVC)948.73
948.65I=
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6
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3
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(
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94
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94
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n
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1
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4
t
h
i
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k
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C
o
n
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:
G
o
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d
R=952.43
I=SW (8 IN P
V
C
)
N (8 IN PVC)
W (8 IN PV
C
)
941.48
941.39I=
I=
941.48
C
CB
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/
2
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4
t
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C
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R=
9
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4
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4
6
I=
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(
1
8
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R
C
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95
1
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0
6
C
C
C
C
C
S
MHSN /5 Rings @ 1 thick ,Cond:Good
R=932.85
I=S (8 IN CLAY)
NW (8 IN CLAY)
N (8 IN CLAY)
921.77
921.57
I=
I=921.67
C
P
P
S
MHSN /3 Rings
@
0
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6
t
h
i
c
k
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C
o
n
d
:
G
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d
R=938.19
I=SE (8 IN CLAY)
W (8 IN CLAY)927.69
927.59
I=
C
E
C
CBRC /STANDING WATER ,
3
R
i
n
g
s
@
6
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=938.36
I=S (36 IN RCP)
W (36 IN RCP)
N (15 IN RCP)
928.86
926.41
I=
I=933.87
C
PP
C
CC
CBRC /1 Rin
g
s
@
0
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2
t
h
i
c
k
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C
o
n
d
:
G
o
o
d
R=938.17
I=S (15 IN RCP
)
935.47
CC
S
MHSN
R=959.86INV:INV:INV:INV:INV:INV:
S
MHSN
R=939.30INV:INV:INV:INV:INV:INV:
CBRC
R=939.26INV:INV:INV:INV:INV:INV:
CBRC
R=939.19INV:INV:INV:INV:INV:INV:
CBRC
R=940.96INV:INV:INV:INV:INV:INV:
CBRC
R=940.99INV:INV:INV:INV:INV:INV:
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C-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C
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C-D
C-D
C-
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C-D
C-D
C-D
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D MHST
R=941.67INV:INV:INV:INV:INV:INV:
C
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42+00 43+00 44+00 45+00
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PAR
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4
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1
303
7
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L
5
9
1
6
2
8
5
N
O
R
T
H
W
O
O
D
R
D
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W
S
T
U
A
R
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&
L
U
C
I
A
L
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M
A
N
T
R
U
S
T
P
A
R
C
E
L
6
0
1
6
2
7
3
N
O
R
T
H
W
O
O
D
R
D
N
W
A
N
D
E
R
S
E
N
C
R
A
I
G
A
&
J
O
D
Y
P
A
R
C
E
L
6
3
1
6
2
3
1
N
O
R
T
H
W
O
O
D
R
D
N
W
P
A
U
L
A
F
C
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U
L
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E
R
R
E
V
O
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A
B
L
E
T
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U
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T
P
A
R
C
E
L
6
2
1
6
2
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
A
T
K
I
N
S
J
O
S
H
U
A
C
A
L
L
P
A
R
C
E
L
6
4
1
6
1
8
7
N
O
R
T
H
W
O
O
D
R
D
N
W
R
O
E
S
N
E
R
M
A
R
K
R
PA
R
C
E
L
6
5
16
1
7
5
N
O
R
T
H
W
O
O
D
R
D
N
W
GE
R
G
E
N
M
A
R
K
M
PA
R
C
E
L
6
6
16
1
6
3
N
O
R
T
H
W
O
O
D
R
D
N
W
HO
L
D
E
N
T
E
R
R
Y
L
PA
R
C
E
L
6
7
16
1
5
3
N
O
R
T
H
W
O
O
D
R
D
BO
R
R
E
L
L
C
H
A
R
L
E
S
PAR
C
E
L
1
7
0
304
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SPL
E
T
T
S
T
O
E
S
E
R
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R
E
G
O
R
Y
M
P
A
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1
6
9
3
0
5
5
K
N
O
L
L
R
I
D
G
E
D
R
N
W
N
O
T
E
R
M
A
N
N
D
E
B
O
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A
H
L
PAR
C
E
L
3
8
4
303
2
K
N
O
L
L
R
I
D
G
E
D
R
N
W
MAN
F
R
E
D
J
A
M
E
S
R
&
A
M
B
E
R
R
PAR
C
E
L
3
8
3
304
6
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SEM
E
N
E
N
K
O
N
A
T
A
L
Y
A
D
&
I
G
O
R
PAR
C
E
L
3
8
2
306
0
K
N
O
L
L
R
I
D
G
E
D
R
N
W
RYB
A
T
H
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M
A
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A
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4
4
9
3
0
5
7
V
I
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W
C
R
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S
T
C
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N
W
M
A
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C
H
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A
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T
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M
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A
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C
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L
4
4
8
3
0
4
3
V
I
E
W
C
R
E
S
T
C
I
R
N
W
S
T
R
O
M
M
E
N
E
R
L
I
N
G
P
&
N
O
R
M
A
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P
A
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C
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L
4
4
7
3
0
2
9
V
I
E
W
C
R
E
S
T
C
I
R
N
W
H
O
L
T
A
N
J
A
M
E
S
R
J
R
&
S
H
A
R
I
L
P
A
R
C
E
L
4
4
6
3032 VIEWCREST CIR NWH
E
G
E
R
D
O
U
G
L
A
S
P
&
K
A
L
A
L
P
A
R
C
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L
4
4
5
3
0
4
6
V
I
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W
C
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T
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A
L
L
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4
4
4
3
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5
8
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N
W
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E
N
N
Y
C
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R
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S
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O
P
H
E
R
J
PAR
C
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L
4
4
3
306
1
H
A
W
K
R
I
D
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E
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D
LYN
C
H
M
A
R
G
A
R
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T
M
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PAR
C
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L
4
4
2
3049
H
A
W
K
R
I
D
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R
D
N
W
HAA
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E
N
S
E
N
M
I
C
H
A
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L
PAR
C
E
L
2
5
5
302
2
H
A
W
K
R
I
D
G
E
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D
N
W
MUR
R
T
O
D
D
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&
T
A
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A
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A
PARCE
L
2
5
6
3034 H
A
W
K
R
I
D
G
E
R
D
N
W
MEI BO
B
PARCE
L
2
5
7
3046 H
A
W
K
R
I
D
G
E
R
D
N
W
GREBE
N
Y
U
K
Y
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V
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Y
PA
R
C
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L
2
5
8
305
8
H
A
W
K
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I
D
G
E
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D
N
W
AN
D
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&
S
H
A
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A
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B
U
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R
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PARCEL
2
5
9
3091 LA
K
E
H
A
V
E
N
C
T
N
W
KOEHLE
R
A
N
D
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W
I
&
R
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B
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C
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PARCEL
2
6
0
3077 LAK
E
H
A
V
E
N
C
T
N
W
MILLER D
A
V
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D
J
&
N
I
C
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L
E
PARCEL 2
6
1
3065 LAKE
H
A
V
E
N
C
T
N
W
PELLER KA
R
E
N
L
&
M
A
R
K
J
PARCEL 265
3074 LAKE HAVEN CT NW
PROVANCHA AARON J
PARCEL 266
3086 LAKE HAVEN CT NW
LAMAACK DAVID B & MARY B
PARCEL 267
3098 LAKE HAVEN CT NW
RAYMOND CRAIG ALLAN PARCEL 268
3197 SHADY COVE PT NW
KRECH MICHAEL W & HEATHE
R
M
PARCEL 269
3185 SHADY COVE PT NW
VELDMAN BRUCE A & CHRISTI
N
E
M
PARCEL 270
3173 SHADY COVE PT
N
W
LUNDQUIST DANIEL
PAR
C
E
L
4
4
0
302
5
H
A
W
K
R
I
D
G
E
R
D
N
W
KAT
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M
A
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K
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A
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&
N
O
U
PARC
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L
4
2
4
1632
2
T
A
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K
A
C
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N
W
MILLE
R
R
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N
N
I
E
PA
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L
4
2
5
16
3
2
5
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A
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K
A
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W
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N
E
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C
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N
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4
2
6
16
3
1
7
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&
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4
2
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16
3
0
3
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W
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A
&
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L
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L
PA
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4
2
8
16
2
9
1
T
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W
WE
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L
4
2
9
16
2
8
5
T
A
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K
A
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W
BE
N
N
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L
4
3
0
16
2
8
1
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A
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K
A
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N
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HU
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L
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G
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4
3
1
1
6
2
7
3
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N
W
N
Y
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4
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5
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W
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A
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B
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1
6
2
5
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D
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&
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C
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A
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4
3
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4
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4
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F
&
C
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Y
M
A
N
A
G
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PA
R
C
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L
4
3
8
298
3
H
A
W
K
R
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G
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N
W
ZA
P
P
A
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A
M
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PAR
C
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4
3
7
29
7
1
H
A
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N
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D
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PAR
C
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4
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296
5
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A
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N
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PAR
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1
7
3
296
7
K
N
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295
1
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N
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L
R
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1
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297
9
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N
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3
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298
2
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3
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295
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3
8
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293
6
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L
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3
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292
0
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32
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12
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H:
\
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2
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1
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5
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A
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R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 5: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
R
NOR
T
H
W
O
O
D
R
D
N
W
K
N
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L
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LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
>
>
>>>>>>>
>
>
>
>
>
>
C
P
CC
C
PC
CBRC /Cond:Fair
R=915.67
SW (21 IN RCP)
NW (12 IN RCP)INV:INV:INV:INV:INV:
INV:
L
CC
CBRC /STANDING WATER ,3 Rings @ 0.6 thick ,Cond:Fair
R=915.48
SE (15 IN RCP)
N (21 IN RCP)910.22
909.93
INV:INV:INV:INV:INV:
INV:
CBCC
R=915.22
E (12 IN RCP)913.02INV:INV:INV:INV:INV:INV:
CC
P
CC
S
MHSN
/
C
o
n
d
:
N
e
w
R=94
9
.
1
1
I=NE (8
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)
N (8
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)
930.9
9
930.8
9
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8
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(
8
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930
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4
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)
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)
I=
I=
C
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INV:INV:INV:INV:INV:INV:
P
C
C
S
MHSN /Cond:Fair
R=950.09
NE (8 IN CLAY)
W (8 IN CLAY)935.66
935.58
INV:INV:INV:INV:INV:
INV:
C
C
C
CC
C
C
G
S MHSN
R=976.30INV:INV:INV:INV:INV:INV:
CBRC
R=966.30INV:INV:INV:INV:INV:INV:
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R=972.18INV:INV:INV:INV:INV:INV:
VC
C
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)
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PARCEL 268
3197 SHADY COVE PT NW
KRECH MICHAEL W & HEATHER
M
PARCEL 269
3185 SHADY COVE PT NW
VELDMAN BRUCE A & CHRISTI
N
E
M
PARCEL 270
3173 SHADY COVE PT
N
W
LUNDQUIST DANIEL
3
1
4
6
S
H
A
D
Y
C
O
V
E
P
T
N
W
L
A
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N
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D
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L
A
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W
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2
7
7
3
1
5
8
S
H
A
D
Y
C
O
V
E
P
T
N
W
F
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S
T
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M
A
R
K
T
PARCEL
2
7
83170 SH
A
D
Y
C
O
V
E
P
T
N
W
STEPHE
N
G
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D
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N
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N
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R
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PARCEL 279
3182 SHADY COVE
P
T
N
W
KLOSSNER DERE
K
PARCEL
2
8
03221 LAK
E
B
L
U
F
F
C
I
R
N
W
LARSON
J
O
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N
P
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J
I
L
L
R
PARCEL
2
8
13199 LAK
E
B
L
U
F
F
C
I
R
N
W
LE THAN
H
PARC
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L
2
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2
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L
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3
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PARCEL 284
3212 LAKE BLUFF
C
I
R
N
W
HONG JOHN P V &
L
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N
H
M
PAR
C
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L
2
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5
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2
8
63228 LA
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3
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NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
City of Prior Lake
Figure 6: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
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PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
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PROPOSED STREET LIGHT
////////////////
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NW (8 IN CLAY)
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///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
/
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////////////////////////////////////////////////
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G
R
E
T
C
H
E
N
P
A
R
C
E
L
8
7
1
6
0
6
1
N
O
R
T
H
W
O
O
D
R
D
N
W
C
H
I
A
L
S
T
E
V
E
N
E
&
N
A
O
M
I
R
P
A
R
C
E
L
8
8
1
6
0
5
9
N
O
R
T
H
W
O
O
D
R
D
N
W
G
R
Y
T
I
N
G
K
E
L
L
Y
R
P
A
R
C
E
L
8
9
1
6
0
5
7
N
O
R
T
H
W
O
O
D
R
D
N
W
R
I
C
H
A
R
D
S
O
N
J
E
S
S
I
C
A
P
A
R
C
E
L
9
0
1
6
0
5
5
N
O
R
T
H
W
O
O
D
R
D
N
W
H
A
R
T
L
C
A
S
E
Y
A
P
A
R
C
E
L
9
1
1
6
0
5
1
N
O
R
T
H
W
O
O
D
R
D
N
W
E
R
I
C
K
S
O
N
S
C
O
T
T
H
P
A
R
C
E
L
9
2
1
6
0
4
9
N
O
R
T
H
W
O
O
D
R
D
N
W
W
I
L
L
I
A
M
&
C
O
R
I
N
N
A
G
I
L
B
E
R
T
T
R
U
S
T
P
A
R
C
E
L
9
3
1
6
0
4
7
N
O
R
T
H
W
O
O
D
R
D
N
W
A
U
D
A
S
J
A
M
E
S
R
P
A
R
C
E
L
9
4
1
6
0
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
M
E
N
D
E
N
F
R
A
N
C
I
S
PA
R
C
E
L
9
5
16
0
4
3
N
O
R
T
H
W
O
O
D
R
D
N
W
KR
A
M
E
R
D
A
V
I
D
D
PA
R
C
E
L
9
6
16
0
4
1
N
O
R
T
H
W
O
O
D
R
D
N
W
CA
R
N
E
Y
A
N
D
R
E
W
J
O
E
&
C
A
R
N
E
Y
J
E
S
S
I
C
A
A
N
N
PA
R
C
E
L
9
7
16
0
3
9
N
O
R
T
H
W
O
O
D
R
D
N
W
JI
L
L
E
H
O
O
P
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
9
8
16
0
3
7
N
O
R
T
H
W
O
O
D
R
D
N
W
RY
A
N
J
W
I
L
L
I
A
M
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
&
G
R
E
T
C
H
E
N
M
W
I
L
L
I
PA
R
C
E
L
9
9
16
0
3
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HO
F
F
B
E
C
K
L
A
N
D
O
N
R
PA
R
C
E
L
1
0
1
16
0
3
1
N
O
R
T
H
W
O
O
D
R
D
N
W
BA
R
R
I
B
A
L
L
S
C
O
T
T
E
&
D
I
A
N
E
M
PA
R
C
E
L
1
0
0
16
0
3
3
N
O
R
T
H
W
O
O
D
R
D
N
W
FO
L
E
Y
S
T
E
V
E
P
A
R
C
E
L
1
0
2
1
6
0
2
7
N
O
R
T
H
W
O
O
D
R
D
N
W
M
E
E
K
R
Y
L
E
E
PARC
E
L
1
0
5
16009
N
O
R
T
H
W
O
O
D
R
D
N
W
ZAND
E
R
P
A
U
L
H
&
C
A
T
H
Y
C
&
P
A
U
L
H
Z
A
N
D
E
R
R
E
V
T
R
U
S
T
PARCEL 106
16001 NORTHWOOD RD
JANA B PATRICK REVOCABLE TRUST
P
A
R
C
E
L
2
8
9
1
6
0
5
8
N
O
R
T
H
W
O
O
D
R
D
N
W
W
A
L
L
M
I
C
H
A
E
L
&
J
E
N
N
I
F
E
R
P
A
R
C
E
L
2
8
8
1
6
0
7
0
N
O
R
T
H
W
O
O
D
R
D
N
W
B
A
I
R
R
A
N
D
E
L
L
L
&
S
A
N
D
R
A
K
PAR
C
E
L
1
2
7
3550
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
AND
E
R
S
O
N
D
A
N
I
E
L
C
PAR
C
E
L
1
2
8
1598
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
MOR
R
I
S
R
I
C
H
A
R
D
J
&
P
A
T
R
I
C
I
A
PAR
C
E
L
1
2
9
1596
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
ORE
N
S
T
E
I
N
K
U
R
T
M
PAR
C
E
L
1
3
0
1594
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KOD
I
D
E
K
K
E
V
I
N
C
PAR
C
E
L
1
3
1
1592
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
POP
P
L
E
R
S
H
A
W
N
PA
R
C
E
L
1
1
0
35
7
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
PE
T
E
R
B
E
N
J
A
M
I
N
C
&
J
O
D
I
E
A
PA
R
C
E
L
1
0
9
35
5
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
RI
C
H
A
R
D
S
O
N
T
H
O
M
A
S
J
PA
R
C
E
L
1
0
8
35
4
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
SL
I
P
K
A
C
H
A
D
PA
R
C
E
L
1
0
7
35
2
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
CH
R
I
S
T
O
P
H
E
R
S
O
N
T
R
O
Y
L
&
C
H
R
I
S
T
O
P
H
E
R
S
O
N
J
I
L
L
M
PA
R
C
E
L
3
7
9
PR
I
O
R
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PA
R
C
E
L
3
7
5
16
0
0
0
I
S
L
A
N
D
V
I
E
W
R
D
PA
N
N
K
U
K
T
E
R
E
S
A
E
PA
R
C
E
L
3
7
6
16
0
3
8
N
O
R
T
H
W
O
O
D
R
D
N
W
KI
N
S
E
L
L
A
K
E
I
T
H
P
J
R
PARCEL 330
15995 FREMONT AVE NW
TOTH ANNA M
PA
R
C
E
L
3
7
8
16
0
4
8
N
O
R
T
H
W
O
O
D
R
D
N
W
GR
A
M
L
O
W
C
H
A
D
A
PA
R
C
E
L
3
8
0
16
0
5
0
N
O
R
T
H
W
O
O
D
R
D
N
W
HP
A
I
I
B
O
R
R
O
W
E
R
2
0
2
1
-
1
L
L
C
PA
R
C
E
L
3
8
1
16
0
5
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FR
I
E
D
G
E
S
D
A
V
I
D
R
PA
R
C
E
L
3
7
7
16
0
4
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FR
E
E
R
B
A
I
L
E
Y
E
&
B
A
R
N
E
S
A
D
A
M
P
PARCEL 374
15982 ISLAND VIEW RD NW
SCHULTZ ROBERT W
PA
R
C
E
L
3
3
1
159
7
5
F
R
E
M
O
N
T
A
V
E
N
W
SC
H
R
E
I
B
E
R
R
I
C
H
A
R
D
C
&
T
E
R
R
Y
R
PARCEL 369
3425 ISLAND CIR NW
DEMARS CATHERINE R
PAR
C
E
L
3
7
3
159
7
0
I
S
L
A
N
D
V
I
E
W
R
D
N
W
RAY
S
U
B
H
A
S
I
S
H
PA
R
C
E
L
3
6
8
34
2
0
I
S
L
A
N
D
C
I
R
N
W
O'F
A
L
L
O
N
K
A
T
H
E
R
I
N
E
C
PAR
C
E
L
3
3
2
1595
9
F
R
E
M
O
N
T
A
V
E
N
W
HAD
A
C
J
O
H
N
A
P
A
R
C
E
L
3
7
0
3
4
4
5
I
S
L
A
N
D
C
I
R
N
W
G
R
E
D
E
N
M
A
R
K
R
PARCE
L
3
3
3
15941
F
R
E
M
O
N
T
A
V
E
N
W
HANIS
C
H
M
I
C
H
A
E
L
E
P
A
R
C
E
L
3
6
7
34
4
0
I
S
L
A
N
D
C
I
R
N
W
G
R
O
V
E
N
B
U
R
G
D
A
N
N
Y
L
PAR
C
E
L
3
7
1
159
4
0
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PEM
R
I
C
K
N
I
C
O
L
E
P
A
R
C
E
L
2
9
6
C
O
U
R
S
O
L
L
E
N
A
T
A
S
H
A
K
PARCEL
3
0
0
3381 FR
E
M
O
N
T
S
T
N
W
LACROIX
K
E
V
I
N
J
&
I
R
E
N
E
L
PARC
E
L
3
3
4
15921
F
R
E
M
O
N
T
A
V
E
N
W
SENTY
R
Z
T
O
D
D
B
&
D
A
I
N
A
M
P
A
R
C
E
L
3
6
6
3
4
6
0
I
S
L
A
N
D
C
I
R
N
W
H
U
Y
N
H
K
A
Z
M
Y
N
P
A
R
C
E
L
3
6
5
1
5
9
1
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
A
L
A
N
M
B
E
N
S
O
N
T
R
U
S
T
PARC
E
L
3
3
5
15901
F
R
E
M
O
N
T
A
V
E
N
W
MORRI
S
O
N
B
E
N
PAR
C
E
L
3
7
2
159
5
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GEIL
J
O
E
L
D
&
J
E
A
N
E
PA
R
C
E
L
2
9
7
159
9
0
F
R
E
M
O
N
T
A
V
E
N
W
HIL
L
E
S
H
I
E
M
J
O
D
Y
A
PA
R
C
E
L
2
9
8
159
7
8
F
R
E
M
O
N
T
A
V
E
N
W
CA
M
E
R
O
N
D
A
N
I
E
L
A
PARCEL
3
0
1
3345 FR
E
M
O
N
T
S
T
N
W
AALAND
N
I
C
H
O
L
A
S
S
PA
R
C
E
L
2
9
9
159
6
0
F
R
E
M
O
N
T
A
V
E
N
W
HA
Y
E
S
P
A
T
R
I
C
K
W
&
S
H
E
L
L
Y
M
P
A
R
C
E
L
1
0
3
1
6
0
1
5
N
O
R
T
H
W
O
O
D
R
D
N
W
V
I
G
K
R
I
S
T
I
N
P
A
R
C
E
L
1
0
4
1
6
0
1
3
N
O
R
T
H
W
O
O
D
R
D
N
W
T
H
I
B
A
U
L
T
M
I
C
H
A
E
L
D
&
R
H
O
N
D
A
L
T
H
I
B
A
U
L
T
PARCEL 291
15940 ARTIC CIR NW
STAY SAFE LLC
PARCEL 290
15994 ARTIC CIR NW
TEILBORG JOHN A & LORRAINE
MAH
O
N
E
Y
J
E
R
O
M
E
R
&
S
U
S
A
N
3
2
'
1
2
'
5
'
6'
5'
24
'
30'3
0
'
30
'
H:
\
P
L
A
K
\
2
4
X
1
3
5
8
2
9
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
5
8
2
9
-
U
T
I
L
I
T
I
E
S
.
d
w
g
8/
4
/
2
0
2
5
9
:
3
6
:
1
3
A
M
R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 7: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
R
NORTHWOOD RD NW
FR
E
M
O
N
T
A
V
E
N
W
I
S
L
A
N
D
V
I
E
W
R
D
N
W
ISLAND VIEW CIRCLE
LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
POTENTIAL LINING ALTERNATE
RETAINING WALL REPLACEMENT
S
MHSN /PIPES A
R
E
T
O
O
D
E
E
P
F
O
R
I
N
V
S
H
O
T
,
5
R
i
n
g
s
@
1
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=927.99
I=W (8 IN CLAY)
C
P
CC
C
S
MHSN /2 Rings @ 0.4 thick ,Cond:Fair
R=915.66
SW (8 IN CLAY)
E (8 IN CLAY)902.01
901.92
INV:INV:INV:INV:INV:
INV:
CBRC /1 Rings @ 0.2 thick ,Cond:Fair
R=909.38
I=N (15 IN RCP)905.03
S
MHSN /
3
R
i
n
g
s
@
0
.
6
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=909.
6
4
I=SW (8 I
N
C
L
A
Y
)
E (8 IN
C
L
A
Y
)
903.94
903.79
I=
S
MHSN
/
9
R
i
n
g
s
@
1
.
8
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=911
.
2
6
I=SW (8
I
N
C
L
A
Y
)
SE (8 I
N
C
L
A
Y
)
904.62
904.46
I=
CBRC /9 R
i
n
g
s
@
1
.
8
t
h
i
c
k
,
C
o
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d
:
F
a
i
r
R=909.43
I=N (15 IN R
C
P
)
S (15 IN R
C
P
)
903.98
903.63
I=
FEST
ELEV=902.2
1
STRM (INV
)
ELEV=902.2
1
C
C C
C C
C
C
S
MHSN
/
3
R
i
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g
s
@
0
.
6
t
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k
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o
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:
N
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w
R=91
8
.
4
2
I=SE (8
I
N
C
L
A
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)
NE (8
I
N
C
L
A
Y
)
908.
4
8
908.
4
8
I=
S
MHSN
R=914.13INV:INV:INV:INV:INV:INV:
C
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R
C
/
2
R
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0
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4
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R=
9
1
0
.
3
0
I=
NW
(
1
8
I
N
R
C
P
)
90
6
.
7
5
FEST GBBT3 E
ELEV=903.99
STRM (INV)
ELEV=904.09 C
C
>
>
>
>>>
>
>
>>>>>>>>>>>
C-D C-D
C-D
C-D
C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C
-
D
C-
D
l l l l l l l l l l l l l l
l
l
l
l
l
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l
l
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l
l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
G-D G-D G-D G-D G-D
G-D
G-D
G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
E-D E-D E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E
-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-DE-DE-DE-DE-DE-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-DE-DE-DE-D
E-D
E-D
E-D
E-DE-DE-DE-D
S
S
S
S
S
S
>
>
>
>
>
>
>
>
>
>>>>>>>>>>
>
>
>
>
>
>>>>>
S
FF=916.32
FF=916.28MM
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
G
G
G
G
G
G
C
>>
>
>>>>>>>>>>>>
>
>
l
l
l
l
l
l
l
l
l
l
lllllllll
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
lllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
16009
N
O
R
T
H
W
O
O
D
R
D
N
W
ZAND
E
R
P
A
U
L
H
&
C
A
T
H
Y
C
&
P
A
U
L
H
Z
A
N
D
E
R
R
E
V
T
R
U
S
T
PARCEL 106
16001 NORTHWOOD RD
JANA B PATRICK REVOCABLE TRUST
PAR
C
E
L
1
2
7
3550
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
AND
E
R
S
O
N
D
A
N
I
E
L
C
PARCEL 113
OVERBY BRAD
PARCEL 11
4
3715 ISLAN
D
V
I
E
W
C
I
R
N
W
JANICE M G
R
A
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
1
1
5
37
1
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
JA
N
I
C
E
M
G
R
A
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
1
1
6
3
7
3
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
W
I
L
S
O
N
H
E
I
D
I
C
P
A
R
C
E
L
1
1
7
3
7
5
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
E
V
E
R
S
O
N
B
R
I
A
N
P
A
R
C
E
L
1
1
8
3
7
7
3
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
J
O
H
N
S
O
N
M
A
R
Y
R
P
A
R
C
E
L
1
1
9
3
7
9
1
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
S
T
E
N
Z
E
L
T
Y
R
O
N
E
D
&
D
E
C
I
A
J
P
A
R
C
E
L
1
2
0
3
8
0
9
I
S
L
A
N
D
V
I
E
W
C
I
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N
W
H
U
R
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J
O
H
N
&
H
U
R
S
T
S
T
E
F
A
N
I
E
P
A
R
C
E
L
1
2
1
3
8
2
7
I
S
L
A
N
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E
W
C
I
R
N
W
H
E
N
G
E
M
U
H
L
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C
H
A
D
M
P
A
R
C
E
L
1
2
2
3
8
4
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
K
O
P
E
T
Z
K
I
S
T
E
V
E
N
J
&
M
A
R
L
E
N
E
P
A
R
C
E
L
1
2
3
3
8
5
7
I
S
L
A
N
D
V
I
E
W
C
I
R
M
I
C
H
A
E
L
P
M
Y
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
1
2
4
3
8
6
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
K
A
R
G
E
S
D
A
V
I
D
B
&
C
H
E
R
Y
L
S
P
A
T
H
PARCE
L
1
2
6
3773 IS
L
A
N
D
V
I
E
W
C
I
R
N
W
ISLAN
D
V
I
E
W
2
N
D
H
O
M
E
O
W
N
E
R
A
S
S
N
P
A
R
C
E
L
1
2
5
38
7
7
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
T
H
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M
A
S
J
R
Y
A
N
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
1
0
35
7
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
PE
T
E
R
B
E
N
J
A
M
I
N
C
&
J
O
D
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E
A
PA
R
C
E
L
1
0
9
35
5
9
I
S
L
A
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V
I
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C
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N
W
RI
C
H
A
R
D
S
O
N
T
H
O
M
A
S
J
PARCEL 111
3595 ISLAND VIEW CIR NW
DOHERTY ANTHONY
PARC
E
L
1
1
2
3545 I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
ISLAN
D
V
I
E
W
O
U
T
L
O
T
I
N
C
28
'
C
S
MHSN
R=914.13
CB
R
C
/
2
R
i
n
g
s
@
0
.
4
t
h
i
c
k
,
C
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d
:
G
o
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d
R=
9
1
0
.
3
0
I=
NW
(
1
8
I
N
R
C
P
)
90
6
.
7
5
FEST GBBT3 E
ELEV=903.99 STRM (INV)
E
L
E
V
=
9
0
4
.
0
9
C
C
C-D
C-D
C-D
C-D
C-D
C-
D
l l l l l l l
l
l
l
l
l
G-D G-D G-D G-D G-DE-D E-D
E-
D
E-
D
E-DE-D
llll
l
l
lllll
l
l
l
l
W
FF=916.32
FF=916.28M
M
AC
FF=910.79
FF=911.04
W W
A
T
R
(
I
N
V
)
E
L
E
V
=
9
0
0
.
1
3
WATR (INV)
ELEV=900.03
FF=906.73
F
F
=
9
1
1
.
5
5
FF=913.19
FF=913.39
M
M
AC
M
FF=911.65
M
S MHSN UGSN B /5 Rings @ 1 thick ,Cond:Good
R=913.10
NE (8 IN PVC)902.74INV:INV:INV:INV:INV:INV:
CC
F
F
=
9
1
1
.
6
5
FF=911.60
C
S MHSN UGSN /4 Rings @ 0.8 thick ,Cond:Fair
R=909.08
NE (8 IN PVC)
SW (8 IN PVC)901.18
900.63
INV:INV:INV:INV:INV:
INV:
CBRC CGFL1
R=909.08INV:INV:INV:INV:INV:INV:
CBRC CGFL
R=908.20INV:INV:INV:INV:INV:INV:
S MHSN UGSN /6 Rings @ 1.2 thick ,Cond:Good
R=909.84
NE (8 IN PVC)
SW (8 IN PVC)900.09
900.07
INV:INV:INV:INV:INV:
INV:
STRM (INV)
ELEV=905.26
S
T
R
M
(
I
N
V
)
ELEV=904.35
C
C
C
C
C
C
C
C
C
C
C
C
CCC
C
C
C
G G G G GG
C
C
C C
C
C
G
G
G
C
C
C
C
G
G
G G G G
C C C
X X X
>>
>>>>>>
llll
l l
l
l
l
l
l
lllllllllllllll
l
l
l
PA
R
C
E
L
1
2
4
3
8
6
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
K
A
R
G
E
S
D
A
V
I
D
B
&
C
H
E
R
Y
L
S
P
A
T
H
P
A
R
C
E
L
1
2
5
3
8
7
7
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
T
H
O
M
A
S
J
R
Y
A
N
R
E
V
O
C
A
B
L
E
T
R
U
S
T
H:
\
P
L
A
K
\
2
4
X
1
3
5
8
2
9
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
5
8
2
9
-
U
T
I
L
I
T
I
E
S
2
.
d
w
g
8/
4
/
2
0
2
5
9
:
1
1
:
2
1
A
M
R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 8: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
R
ISLAND VIEW CIRCLE
LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
R
SKYLINE AVE
N
W
ISLAND VIEW CIRCLE
PROPOSED PIT LOCATION (TYP.)
PROPOSED (TRENCHLESS) IMPROVEMENT
SURMOUNTABLE CURB
NOTE: THIS WORK IS NOT RECOMMENDED FOR INCLUSION
WITH THE FINAL PROJECT SCOPE ON THIS PROJECT.
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>
>
>
>
D
MHS
T
/
7
R
i
n
g
s
@
1
.
4
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=90
8
.
9
2
I=
NE (2
4
I
N
R
C
P
)
S (24
I
N
R
C
P
)
SE (1
2
I
N
R
C
P
)
904.
0
5
903.
6
9
I=
I=
904.
5
5
C
S
MHSN /1 Rings @ 0.2 thick ,Cond:Fair
R=909.46
SE (8 IN CLAY)
N (8 IN CLAY)901.80
901.70
INV:INV:INV:INV:INV:
INV:
CBCC GBRK1 /CON BLOCK ,Cond:Fair
R=908.73
NW (12 IN RCP)
SE (12 IN RCP)905.58
905.43
INV:INV:INV:INV:INV:
INV:
CBCC GB
R
K
1
/
C
o
n
d
:
F
a
i
r
R=908.7
3
I=NW (12
I
N
R
C
P
)
905.93
S
MHSN /5 Rings @ 1 thick ,Cond:Fair
R=909.75
SE (8 IN CLAY)
NW (8 IN CLAY)
SW (8 IN PVC)
901.75
901.65
INV:
INV:902.09INV:INV:INV:
INV:
CP
C
CC
CBCC CGFL1 /1 Rings @ 0.2 thick ,Cond:Fair
R=909.06
NE (12 IN RCP)
SE (12 IN RCP)905.66
905.41
INV:INV:INV:INV:INV:
INV:CBCC CGFL1 /3 Rings @ 0.6 thick ,Cond:Fair
R=908.94
NW (12 IN RCP)905.79INV:INV:INV:INV:INV:INV:
CBRC CGFL1 /1 Rings @ 0.2 thick ,Cond:Fair
R=908.73
NE (24 IN RCP)
SW (24 IN RCP)
SE (12 IN RCP)
905.44
905.01
INV:
INV:905.38INV:INV:INV:
INV:
CBRC
C
G
F
L
/
2
R
i
n
g
s
@
0
.
4
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=90
8
.
8
9
I=NW
(
1
2
I
N
R
C
P
)
906.
4
9
CBRC CGFL1 /3 Rings @ 0.6 thick ,Cond:Fair
R=910.33
NE (24 IN RCP)
NW (18 IN RCP)906.06
905.96
INV:INV:INV:INV:INV:
INV:
M
FF=908.54
M
FF=90
9
.
2
7
FEST EOCN B EOCN1 B GBRK B
ELEV=900.06
CLVT /24" RC
P
S
.
W
.
W
.
INV: 90
2
.
0
9
C
S
MHSN /7 Rings @ 1.4 thick ,Cond:Good
R=929.38
S (8 IN CLAY)
NE (8 IN CLAY)
W (4 IN PVC)
917.86
917.76
INV:
INV:918.20INV:INV:INV:
INV:
CCE
C
C
S
MHSN /3 Rings @ 0.6 thick ,Cond:Good
R=924.70
SW (8 IN CLAY)
NE (8 IN CLAY)913.68
913.58
INV:INV:INV:INV:INV:
INV:
P
CC
D
MHST /4 Rings @ 0.8 thick ,Cond:Poor
R=926.24
S (12 IN PVC)
NW (12 IN PVC)
SE (12 IN PVC)
921.33
921.23
INV:
INV:921.33INV:INV:INV:
INV:
CC H
C
HCC
CE
S
MHSN /8 Rings @ 1.6 thick ,Cond:Good
R=914.46
S (8 IN CLAY)
NE (8 IN CMP)906.58
906.48
INV:INV:INV:INV:INV:
INV:
EC
D
MHST /10 Rings @ 2.6 thick ,Cond:Poor
R=911.66
S (12 IN PVC)
NE (12 IN PVC)906.00
905.90
INV:INV:INV:INV:INV:
INV:S
MHSN /5 Rings @ 1 thick ,Cond:Good
R=911.55
S (8 IN CLAY)
NE (8 IN CLAY)902.77
902.67
INV:INV:INV:INV:INV:
INV:
DMHST /3 Rings @ 0.6 thick ,Cond:Fair
R=910.22
SE (12 IN PVC)
NW (12 IN PVC)905.26
905.16
INV:INV:INV:INV:INV:
INV:
CCH
C
S
MHSN /METAL AND PLASTIC ,2 Rings @ 0.6 thick ,Cond:Good
R=922.51
S (8 IN PVC)
N (8 IN PVC)
W (8 IN PVC)
906.65
906.55
INV:
INV:906.65INV:INV:INV:
INV:
C C
CB
R
C
/
4
R
i
n
g
s
@
0
.
8
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=
9
2
0
.
9
8
I=
N (
1
2
I
N
R
C
P
)
91
5
.
2
6
CBRC /4 Rings @ 0.8 thick ,Cond:Good
R=920.97
E (15 IN RCP)
S (12 IN RCP)
W (12 IN RCP)
915.30
915.05
INV:
INV:915.09INV:INV:INV:
INV:
CB
R
C
/
5
R
i
n
g
s
@
1
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=
9
2
0
.
9
7
I=
NE
(
1
2
I
N
R
C
P
)
91
6
.
6
0
CB
R
C
/
5
R
i
n
g
s
@
1
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=
9
2
0
.
9
6
I=
E (
1
2
I
N
R
C
P
)
S (
1
2
I
N
R
C
P
)
91
6
.
5
1
91
6
.
4
1
I=
S
MHSN /METAL RINGS ,1 Rings @ 0.6 thick ,Cond:Good
R=925.10
S (8 IN PVC)
NE (8 IN PVC)
W (8 IN PVC)
914.48
914.38
INV:
INV:914.48INV:INV:INV:
INV:
CC
CC
CC
VCCC
S
MHSN /METAL RING ,1 Rings @ 0.4 thick ,Cond:Good
R=932.29
S (8 IN PVC)
NE (8 IN PVC)921.71
921.65
INV:INV:INV:INV:INV:
INV:CC
C
S
MHSN /METAL RING ,1 Rings @ 1.2 thick ,Cond:Good
R=936.74
S (8 IN PVC)
N (8 IN PVC)
E (4 IN PVC)
926.34
926.24
INV:
INV:926.44INV:INV:INV:
INV:
MHS
N
/
M
E
T
A
L
R
I
N
G
S
,
1
R
i
n
g
s
@
0
.
4
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=9
3
6
.
4
4
I=
NE (
8
I
N
P
V
C
)
NW
(
8
I
N
P
V
C
)
917
.
7
6917
.
6
3
I=
S
MHSN
R=929.08INV:INV:INV:INV:INV:INV:
S
MHSN
R=936.99INV:INV:INV:INV:INV:INV:
S
MHSN
R=922.33INV:INV:INV:INV:INV:INV:
G
X
X
X
G
G
G
G
l
l
l
G
E
E
E
G
G
G
G
X
X
X
X
X
X
ECCCE
X
X
X
X
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-DC-D
C-D
C-DC-DC-D
C-
D
C-
D
C-
D
C-DC-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C-D
C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-
D
C-D
C-
D
C-
D
C-
D
C
-
D
C
-
D
C
-
D
C
-
D
C
-
D
C
-
D
C
-
D
l
l
l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
llll
l
l
l
l
lllll
l
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>
>
>
>
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G-D
G-D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-D
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-DG-DG-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-
D
G
-
D
G
-
D
G
-
D
G
-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-
D
G-D
G-D
G
-
D
G
-
D
G
-
D
E
-
D
E-D
E-D
E-D
E-D
E-D
E
-
D
E
-
D
E
-
D
E
-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-D
E-
D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-DE-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
FF=935.29
FF=937.76
FF=938.29
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
63
+
0
0
64
+
0
0
65
+
0
0
66
+
0
0
67
+
0
0
68
+
0
0
69
+
0
0
70
+
0
0
71
+
0
0
72+
0
0
73+
0
0
l l
l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l>>
>
>
>
>
>
>
>>
>
>
P
A
R
C
E
L
3
5
4
1
5
7
6
4
I
S
L
A
N
D
V
I
E
W
R
D
R
E
I
T
M
E
I
E
R
K
E
V
I
N
M
P
A
R
C
E
L
3
4
5
1
5
7
4
1
F
R
E
M
O
N
T
A
V
E
N
W
T
R
O
N
D
S
O
N
S
H
A
N
E
R
PARC
E
L
1
4
0
15745
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FERG
U
S
O
N
R
O
N
W
PA
R
C
E
L
3
1
7
344
5
C
R
Y
S
T
A
L
C
I
R
N
W
SW
A
N
S
O
N
D
E
N
N
I
S
1
5
7
2
3
F
R
E
M
O
N
T
A
V
E
N
W
B
R
O
W
N
T
R
O
Y
M
&
R
H
O
N
D
A
C
BE
H
R
E
N
D
T
M
I
C
H
A
E
L
PAR
C
E
L
1
3
0
1594
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KOD
I
D
E
K
K
E
V
I
N
C
PAR
C
E
L
1
3
1
1592
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
POP
P
L
E
R
S
H
A
W
N
PARCEL 132
15897 ISLAND VIEW RD NW
LEVEILLE DANIEL G
PA
R
C
E
L
1
3
3
158
7
1
I
S
L
A
N
D
V
I
E
W
R
D
N
W
MA
L
M
B
E
R
G
B
R
I
A
N
D
PA
R
C
E
L
1
3
4
15
8
4
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
AM
M
E
R
M
A
N
R
O
D
N
E
Y
C
&
J
U
L
I
E
PA
R
C
E
L
1
3
5
15
8
2
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BR
E
T
Z
K
E
N
N
E
T
H
J
&
D
E
B
O
R
A
H
K
PA
R
C
E
L
1
3
6
15
8
0
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GR
A
B
S
K
I
B
E
N
J
A
M
I
N
W
PA
R
C
E
L
1
3
7
15
7
8
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GA
R
D
I
N
E
R
C
H
A
R
L
E
S
I
I
I
&
G
A
R
D
I
N
E
R
J
E
S
S
I
C
A
PA
R
C
E
L
1
3
8
157
6
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GR
O
H
B
R
I
A
N
L
&
L
I
N
D
A
A
PA
R
C
E
L
1
3
9
15
7
5
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
HE
L
M
B
A
C
H
E
R
K
E
I
T
H
M
PARCEL
3
0
0
3381 FRE
M
O
N
T
S
T
N
W
LACROIX
K
E
V
I
N
J
&
I
R
E
N
E
L
PARC
E
L
3
3
4
15921
F
R
E
M
O
N
T
A
V
E
N
W
SENTY
R
Z
T
O
D
D
B
&
D
A
I
N
A
M
P
A
R
C
E
L
3
6
6
3
4
6
0
I
S
L
A
N
D
C
I
R
N
W
H
U
Y
N
H
K
A
Z
M
Y
N
P
A
R
C
E
L
3
6
5
1
5
9
1
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
A
L
A
N
M
B
E
N
S
O
N
T
R
U
S
T
PARC
E
L
3
3
5
15901
F
R
E
M
O
N
T
A
V
E
N
W
MORRI
S
O
N
B
E
N
PARCE
L
3
3
6
15889
F
R
E
M
O
N
T
A
V
E
N
W
SEMS
C
H
W
I
L
L
I
A
M
&
H
A
R
T
F
I
E
L
S
A
L
L
Y
PARCEL
3
0
4
3386 FR
E
M
O
N
T
S
T
N
W
VLASIN
E
R
I
C
L
&
B
E
T
H
A
N
Y
J
PARCEL 303
3366 FREMONT S
T
N
W
MCLAIN CASEY
PARCEL 363
15894 ISLAND VIEW RD NW
PHILLIPS JOEL
PARC
E
L
3
3
7
15873
F
R
E
M
O
N
T
A
V
E
N
W
RUESI
N
K
S
T
E
V
E
N
J
&
K
A
R
L
E
E
N
R
PARCEL 307
3361 FREMON
T
C
I
R
N
W
SCHROEDER
M
I
N
D
Y
PA
R
C
E
L
3
0
5
33
9
9
F
R
E
E
M
O
N
T
C
I
R
N
W
LI
N
K
J
O
S
E
P
H
PA
R
C
E
L
3
0
6
33
7
5
F
R
E
M
O
N
T
C
I
R
N
W
HA
N
S
E
N
J
E
F
F
R
E
Y
S
&
S
H
A
N
N
O
N
R
PARC
E
L
3
3
8
15855
F
R
E
M
O
N
T
A
V
E
N
W
SINZH
E
I
M
E
R
T
O
D
D
A
PARC
E
L
3
3
9
15839
F
R
E
M
O
N
T
A
V
E
N
W
SIWIN
S
K
I
M
I
C
H
A
E
L
&
M
A
T
T
S
O
N
L
O
R
I
PA
R
C
E
L
3
6
1
15
8
6
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FR
O
M
M
J
A
M
E
S
PA
R
C
E
L
3
1
2
34
0
0
F
R
E
E
M
O
N
T
C
I
R
N
W
ST
A
R
R
A
N
T
H
O
N
Y
J
&
J
E
S
S
I
C
A
A
PARC
E
L
3
4
0
15821
F
R
E
M
O
N
T
A
V
E
N
W
HELM
A
N
D
O
L
L
A
R
M
E
G
A
N
PA
R
C
E
L
3
4
1
158
0
5
F
R
E
M
O
N
T
A
V
E
N
W
LA
U
G
H
R
I
D
G
E
T
R
E
N
T
D
PARCEL
3
1
0
3364 FR
E
M
O
N
T
C
I
R
N
W
BACHMA
N
N
J
A
M
I
E
L
Y
N
N
PA
R
C
E
L
3
1
1
33
8
4
F
R
E
M
O
N
T
C
I
R
N
W
O'H
A
L
L
O
R
A
N
B
A
R
B
A
R
A
J
O
&
S
E
A
N
P
P
A
R
C
E
L
3
5
9
15
8
4
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PI
E
R
C
E
M
A
R
T
I
N
T
PAR
C
E
L
3
1
3
1582
0
F
R
E
M
O
N
T
A
V
E
N
W
BLO
N
I
G
E
N
N
O
R
B
E
R
T
A
PA
R
C
E
L
3
4
2
15
7
8
7
F
R
E
M
O
N
T
A
V
E
N
W
D
U
B
O
I
S
J
O
E
P
A
R
C
E
L
3
4
3
15
7
7
1
F
R
E
M
O
N
T
A
V
E
N
W
G
E
Y
E
N
D
A
R
E
N
PA
R
C
E
L
3
1
4
158
0
0
F
R
E
M
O
N
T
A
V
E
N
W
KLI
N
E
J
A
Y
N
E
L
PA
R
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3
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8
0
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F
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3
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Y
N
N
PARCEL 364
15906 ISLAND VIEW RD NW
OLSEN JULIE A
PAR
C
E
L
3
6
2
1587
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BEA
U
F
O
Y
J
E
F
F
E
R
Y
J
PARCEL
3
0
1
3345 FR
E
M
O
N
T
S
T
N
W
AALAND
N
I
C
H
O
L
A
S
S
4646 DAKOTA ST
S
E
PRIOR LAKE CITY
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
30'
H:
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P
L
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2
4
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1
3
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9
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C
A
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A
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R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 9: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
R
ISL
A
N
D
V
I
E
W
R
D
N
W
FR
E
M
O
N
T
A
V
E
N
W
LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
CBCC
R=904.82INV:INV:INV:INV:INV:INV:
C
L
V
T
INV:
9
1
3
.
0
8
CLV
T
INV: 913.24
>
>
>
>
>
>
>
>
>
>
>
>
CBRC /Cond:Fair
R=940.45
NE (15 IN RCP)936.56INV:INV:INV:INV:INV:INV:
S
MHSN /TOO DEEP 30-40 FEET ,8 Rings @ 1.6 thick ,Cond:Good
R=939.09
N (8 IN CLAY)
S (8 IN CLAY)INV:INV:INV:INV:INV:
INV:C
CBRC /2 Rings @ 0.4 thick ,Cond:Fair
R=939.74
NE (15 IN RCP)
SW (15 IN RCP)935.79
935.69
INV:INV:INV:INV:INV:
INV:
S
MHSN
R=929.13INV:INV:INV:INV:INV:INV:
F
F
=
9
3
1
.
2
1
CBCC
R=928.26
I=S (15 IN RCP)925.71
S
MHSN
R=927.48INV:INV:INV:INV:INV:INV:
C
C
FE
S
T
/
W
I
T
H
G
A
U
R
D
EL
E
V
=
9
2
2
.
9
0
STRM (INV)
ELEV=922.84
M
C
HCCE
CC
H
E
S
MHSN /METAL RING ,1 Rings @ 1 thick ,Cond:Good
R=915.04
I=S (8 IN CLAY)
NE (4 IN CLAY)903.88
903.56
I=
C
M
S
MHS
N
/
1
R
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1
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2
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0
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5
0
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(
8
I
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P
V
C
)
NE (
8
I
N
C
L
A
Y
)
SW
(
8
I
N
C
L
A
Y
)
898
.
9
0
898
.
8
0
I=
I=
898
.
9
0
L
WW
B
B VCP
CBR
C
/
F
U
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3
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r
R=9
0
9
.
5
3
I=
NW
(
1
8
I
N
R
C
P
)
SE (
1
5
I
N
R
C
P
)
905
.
6
8
905
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5
3
I=
STR
M
(
I
N
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)
ELE
V
=
9
0
1
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2
4
FEST /WITH GUARD
ELEV=901.30
CBR
C
/
4
R
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0
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8
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C
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R=9
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9
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5
0
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NW
(
1
5
I
N
R
C
P
)
905
.
9
0
C
P
CLVTINV: 902.94
CLVT
/3FTX2FT BOX
INV: 901.76
STRM (INV)
ELEV=902.23
STRM (INV)
ELEV=901.60
CBRC /6 Rings @ 1.2 thick ,Cond:Poor
R=913.54
NW (15 IN RCP)
SW (15 IN RCP)908.94
908.60
INV:INV:INV:INV:INV:
INV:
CBR
C
/
5
R
i
n
g
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1
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R=9
1
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7
6
I=
NE (
1
5
I
N
R
C
P
)
SW
(
4
I
N
P
V
C
)
910
.
3
7
909
.
4
2
I=
S
MHSN /1 Rings @ 1 thick ,Cond:Good
R=913.83
NE (8 IN CLAY)
SW (8 IN PVC)
SE (8 IN CLAY)
902.92
902.82
INV:
INV:902.92INV:INV:INV:
INV:
CLVT INV: 913.25CLVT
INV: 9
1
3
.
1
7
CBR
C
/
3
R
i
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0
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6
t
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R=9
1
2
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3
9
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2
1
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R
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P
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SE (
1
8
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R
C
P
)
907
.
5
4
907
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4
4
I=
C
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X
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X
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>
>
>
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>
>
>
>
>
>
>
>
>>
>>
>>
>
>
>
>
>>
>>
>>
>>
C-D C-D C-D C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D C-D
C-D
C-
D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C
-
D
C-
D
C
-
D
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
ll
l
l
l l l l
l l
l
l
||
||
||
||
||
||
||
||
||
||
||
||
>
>>
G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G
-
D
G
-
D
G
-
D
G-D
G-D
G-D
G-D
G-
D
G-D
G
-
D
G-
D
G-
D
E
-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-
D
E-D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-
D
E-D
E-D
E-D
E-D
E-D
E-D
l
l
>>
>>
>>
FF=922.76
FF=920.65
FF=920.65
FF=915.26
FF=915.24
78+
0
0
79+
0
0
80+
0
0
81+
0
0
82
+
0
0
83
+
0
0
84
+
0
0
85
+
0
0
86
+
0
0
87
+
0
0
88
+
0
0
>>
>>
>
>
>>
P
A
R
C
E
L
1
5
1
3
5
7
1
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
D
U
M
K
E
B
R
U
C
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G
E
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P
A
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1
6
2
3
5
8
2
C
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Y
S
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A
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A
Y
L
N
N
W
A
N
D
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PA
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8
9
21
2
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1
5
6
9
0
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A
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C
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I
T
Z
W
I
L
L
I
A
M
J
&
S
U
S
A
N
J
PAR
C
E
L
1
4
5
156
8
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FIE
L
D
D
A
N
I
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P
A
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C
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L
3
2
5
1
5
6
7
2
F
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T
A
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S
L
A
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R
M
A
T
T
H
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W
&
S
L
A
T
E
R
S
A
R
A
H
P
A
R
C
E
L
3
2
6
1
5
6
5
4
F
R
E
M
O
N
T
A
V
E
N
W
M
O
R
T
O
N
D
A
N
I
E
L
J
PAR
C
E
L
1
4
6
156
7
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KOR
S
T
A
D
C
A
N
D
I
C
E
K
P
A
R
C
E
L
3
2
7
1
5
6
3
6
F
R
E
M
O
N
T
A
V
E
N
W
F
I
N
K
E
N
A
U
R
S
T
E
P
H
E
N
P
&
J
O
D
Y
L
PARCEL 328
15616 FREMONT AVE NW
BERGER SUZANNE M
P
A
R
C
E
L
1
4
7
15
7
0
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
IS
L
A
N
D
V
I
E
W
5
T
H
A
D
D
N
A
S
S
N
&
P
E
T
E
R
W
H
A
T
L
E
Y
PARCEL
1
4
815567 F
R
E
M
O
N
T
A
V
E
N
W
NELSO
N
M
A
R
K
D
&
L
A
U
R
A
L
PARCEL 149
15549 FREMON
T
A
V
E
N
W
PENNE JONAT
H
A
N
E
PARCEL 150
15531 FREMONT AVE NW
CONROY MICHAEL J
PARC
E
L
16154
M
A
I
N
A
V
E
S
E
S
T
E
1
1
0
-
D
WENS
M
A
N
N
R
E
A
L
T
Y
PARCE
L
3
2
9
3358 G
L
Y
N
W
A
T
E
R
T
R
L
N
W
PRIOR
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
P
A
R
C
E
L
1
5
2
3
5
7
5
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
L
A
R
R
Y
A
&
R
A
C
H
E
L
L
E
K
A
L
L
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F
A
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C
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1
5
3
3
5
8
5
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
L
O
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I
A
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A
N
D
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R
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C
A
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L
E
T
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A
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L
1
5
4
3
5
8
9
C
R
Y
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A
L
B
A
Y
L
N
N
W
S
C
H
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L
T
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P
A
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L
1
5
5
3
6
0
7
C
R
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1
5
6
3
6
1
1
C
R
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A
L
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A
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L
N
N
W
O
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A
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1
5
7
3
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2
9
C
R
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A
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C
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1
5
8
3
6
3
3
C
R
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A
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A
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L
N
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P
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S
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J
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F
F
&
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L
L
A
PA
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C
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1
6
0
36
5
1
C
R
Y
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A
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B
A
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N
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W
KA
M
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1
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36
4
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J
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1
6
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3
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6
C
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N
N
W
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PO 8
9
212
D
E
V
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L
O
P
M
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N
T
G
R
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L
C
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2
4
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1
3
5
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9
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 10: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
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PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
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////////////////
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318
3
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U
T
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E
R
N
U
T
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CH
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7
32
1
1
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A
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W
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1
9
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PARCEL 2
23204 BUTT
E
R
N
U
T
C
I
R
N
W
LECLAIRE
M
I
C
H
E
L
E
M
PAR
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3
7
165
1
1
N
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T
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W
O
O
D
R
D
N
W
LAR
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N
P
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&
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A
M
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164
9
9
N
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ZOS
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31
9
3
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N
W
FR
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&
S
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P
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2
0
3
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1
8
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2
1
32
1
4
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U
T
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N
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D
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A
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&
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M
A
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PA
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1
6
7
16
5
3
0
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N
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9
16
5
5
3
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EQ
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7
16
5
7
1
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6
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31
2
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N
W
EL
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A
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J
A
M
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D
PAR
C
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1
2
315
5
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U
T
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R
N
U
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C
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N
W
MAD
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6
3
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ST
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3
6
165
2
5
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HEN
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&
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PAR
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3
5
165
2
5
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L
A
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C
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&
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PAR
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3
4
312
4
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N
W
SEE
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3
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313
0
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N
W
MAT
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J
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PAR
C
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3
2
314
0
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315
2
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N
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C
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N
W
SILV
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N
A
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T
L
PAR
C
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L
3
0
315
8
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U
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C
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N
W
SCH
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A
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M
PAR
C
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2
9
316
2
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N
U
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C
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N
W
THO
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P
S
O
N
P
A
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C
K
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PAR
C
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2
7
317
4
B
U
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T
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N
U
T
C
I
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N
W
HAW
K
I
N
S
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&
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L
L
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PAR
C
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2
6
318
0
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U
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U
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C
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N
W
BAY
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G
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A
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&
M
A
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PARC
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2
5
3186
B
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W
CONZ
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J
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P
H
PARCEL 24
3192 BUTT
E
R
N
U
T
C
I
R
N
W
DOUGLAS P
A
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E
&
D
O
U
G
L
A
S
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A
C
E
Y
A
PARCEL 23
3198 BUTTERNUT CIR NW
O'NEILL KEVIN F & MARY P LAPE
PAR
C
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L
1
3
317
1
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R
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U
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FRA
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2
8
316
8
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5
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6
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5
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D
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ST
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N
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1
1
313
3
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1
7
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M
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8
16
5
6
5
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N
W
EQ
U
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G
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321
8
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C
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N
W
REI
M
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S
C
A
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A
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D
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A
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317
1
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FRA
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317
1
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U
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FRA
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3
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R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 11: Utilities
August 2025
FEETSCALE
0 50 100
HORZ.
R
NORTHWO
O
D
R
D
N
W
B
U
T
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LEGEND
l
>>
>
l l
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SANITARY FORCEMAIN
ABANDONED WATER MAIN
l l PROPOSED WATER SERVICE
PROPOSED STREET LIGHT
////////////////
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MHSN /METAL AND PLASTIC ,2 Rings @ 0.6 thick ,Cond:Good
R=922.51
S (8 IN PVC)
N (8 IN PVC)
W (8 IN PVC)
906.65
906.55
INV:
INV:906.65INV:INV:INV:
INV:
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R=920.97
E (15 IN RCP)
S (12 IN RCP)
W (12 IN RCP)
915.30
915.05
INV:
INV:915.09INV:INV:INV:
INV:
CB
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5
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9
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(
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91
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0
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9
6
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1
2
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C
P
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C
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91
6
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5
1
91
6
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4
1
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S
MHSN /METAL RINGS ,1 Rings @ 0.6 thick ,Cond:Good
R=925.10
S (8 IN PVC)
NE (8 IN PVC)
W (8 IN PVC)
914.48
914.38
INV:
INV:914.48INV:INV:INV:
INV:
CC
CC
CC
VCCC
S
MHSN /METAL RING ,1 Rings @ 0.4 thick ,Cond:Good
R=932.29
S (8 IN PVC)
NE (8 IN PVC)921.71
921.65
INV:INV:INV:INV:INV:
INV:
CC
C
S
MHSN /METAL RING ,1 Rings @ 1.2 thick ,Cond:Good
R=936.74
S (8 IN PVC)
N (8 IN PVC)
E (4 IN PVC)
926.34
926.24
INV:
INV:926.44INV:INV:INV:
INV:
S
MHS
N
/
M
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4
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8
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NW
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8
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917
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6917
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6
3
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R=929.08INV:INV:INV:INV:INV:INV:
S
MHSN
R=922.33INV:INV:INV:INV:INV:INV:
S
MHSN /Cond:Fair
R=950.09
NE (8 IN CLAY)
W (8 IN CLAY)935.66
935.58
INV:INV:INV:INV:INV:
INV:
C
C
E
C
C
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C-DC-DC-DC-DC-DC-DC-DC-DC-D
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C-D
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C-DC-D
C-D
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C-
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D
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8
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WA
L
L
M
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A
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L
&
J
E
N
N
I
F
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R
PA
R
C
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L
3
4
5
15
7
4
1
F
R
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M
O
N
T
A
V
E
N
W
TR
O
N
D
S
O
N
S
H
A
N
E
R
PAR
C
E
L
3
1
7
3445
C
R
Y
S
T
A
L
C
I
R
N
W
SWA
N
S
O
N
D
E
N
N
I
S
PA
R
C
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L
3
4
6
15
7
2
3
F
R
E
M
O
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T
A
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N
W
BR
O
W
N
T
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M
&
R
H
O
N
D
A
C
PARCEL 318
3435 CRYSTAL CIR NW
TREADWELL LAURA
P
A
R
C
E
L
3
1
9
3
4
2
5
C
R
Y
S
T
A
L
C
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R
N
W
P
R
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A
K
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C
I
T
Y
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&
C
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T
Y
M
A
N
A
G
E
R
P
A
R
C
E
L
3
3
0
1
5
9
9
5
F
R
E
M
O
N
T
A
V
E
N
W
T
O
T
H
A
N
N
A
M
PA
R
C
E
L
3
3
1
15
9
7
5
F
R
E
M
O
N
T
A
V
E
N
W
SC
H
R
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B
E
R
R
I
C
H
A
R
D
C
&
T
E
R
R
Y
R
PA
R
C
E
L
3
3
2
15
9
5
9
F
R
E
M
O
N
T
A
V
E
N
W
HA
D
A
C
J
O
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N
A
PA
R
C
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L
3
3
3
1
5
9
4
1
F
R
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M
O
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W
H
A
N
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2
9
6
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3
0
0
3
3
8
1
F
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K
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&
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PA
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3
3
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A
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W
SE
N
T
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B
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A
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P
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3
3
5
1
5
9
0
1
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R
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R
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E
N
P
A
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C
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L
3
0
2
3
3
4
4
F
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O
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H
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D
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M
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3
3
6
1
5
8
8
9
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R
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O
N
T
A
V
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N
W
S
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S
C
H
W
I
L
L
I
A
M
&
H
A
R
T
F
I
E
L
S
A
L
L
Y
P
A
R
C
E
L
3
0
4
3
3
8
6
F
R
E
M
O
N
T
S
T
N
W
V
L
A
S
I
N
E
R
I
C
L
&
B
E
T
H
A
N
Y
J
P
A
R
C
E
L
3
0
3
3
3
6
6
F
R
E
M
O
N
T
S
T
N
W
M
C
L
A
I
N
C
A
S
E
Y
P
A
R
C
E
L
3
3
7
15
8
7
3
F
R
E
M
O
N
T
A
V
E
N
W
R
U
E
S
I
N
K
S
T
E
V
E
N
J
&
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A
R
L
E
E
N
R
P
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R
C
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L
3
0
7
3
3
6
1
F
R
E
M
O
N
T
C
I
R
N
W
S
C
H
R
O
E
D
E
R
M
I
N
D
Y
PARCEL 305
3399 FREEM
O
N
T
C
I
R
N
W
LINK JOSEP
H
PARCEL 3
0
6
3375 FRE
M
O
N
T
C
I
R
N
W
HANSEN J
E
F
F
R
E
Y
S
&
S
H
A
N
N
O
N
R
P
A
R
C
E
L
3
3
8
1
5
8
5
5
F
R
E
M
O
N
T
A
V
E
N
W
S
I
N
Z
H
E
I
M
E
R
T
O
D
D
A
P
A
R
C
E
L
3
3
9
1
5
8
3
9
F
R
E
M
O
N
T
A
V
E
N
W
SI
W
I
N
S
K
I
M
I
C
H
A
E
L
&
M
A
T
T
S
O
N
L
O
R
I
15
8
6
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PARCEL 312
3400 FREEMON
T
C
I
R
N
W
STARR ANTHO
N
Y
J
&
J
E
S
S
I
C
A
A
P
A
R
C
E
L
3
4
0
1
5
8
2
1
F
R
E
M
O
N
T
A
V
E
N
W
H
E
L
M
A
N
D
O
L
L
A
R
M
E
G
A
N
PA
R
C
E
L
3
4
1
15
8
0
5
F
R
E
M
O
N
T
A
V
E
N
W
LA
U
G
H
R
I
D
G
E
T
R
E
N
T
D
P
A
R
C
E
L
3
1
0
3
3
6
4
F
R
E
M
O
N
T
C
I
R
N
W
B
A
C
H
M
A
N
N
J
A
M
I
E
L
Y
N
N
PARCEL 311
3384 FREMONT CIR NW
O'HALLORAN BARBARA JO & SEAN P
PA
R
C
E
L
3
1
3
15
8
2
0
F
R
E
M
O
N
T
A
V
E
N
W
BL
O
N
I
G
E
N
N
O
R
B
E
R
T
A
PA
R
C
E
L
3
4
2
15
7
8
7
F
R
E
M
O
N
T
A
V
E
N
W
DU
B
O
I
S
J
O
E
PA
R
C
E
L
3
4
3
15
7
7
1
F
R
E
M
O
N
T
A
V
E
N
W
GE
Y
E
N
D
A
R
E
N
PA
R
C
E
L
3
1
4
15
8
0
0
F
R
E
M
O
N
T
A
V
E
N
W
KL
I
N
E
J
A
Y
N
E
L
PA
R
C
E
L
3
1
5
15
7
8
4
F
R
E
M
O
N
T
A
V
E
N
W
MU
E
H
L
H
A
U
S
E
R
B
R
E
T
T
A
PA
R
C
E
L
3
4
4
15
7
5
9
F
R
E
M
O
N
T
A
V
E
N
W
BL
O
O
M
Q
U
I
S
T
P
A
T
R
I
C
K
J
&
S
H
A
W
N
A
PA
R
C
E
L
3
1
6
15
7
7
0
F
R
E
M
O
N
T
A
V
E
N
W
ST
E
I
N
R
A
N
D
Y
15
8
5
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BE
I
S
W
E
N
G
E
R
D
O
N
A
L
D
&
R
O
B
E
R
T
A
15
8
7
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BE
A
U
F
O
Y
J
E
F
F
E
R
Y
J
PA
R
C
E
L
2
9
7
15
9
9
0
F
R
E
M
O
N
T
A
V
E
N
W
HI
L
L
E
S
H
I
E
M
J
O
D
Y
A
PA
R
C
E
L
2
9
8
15
9
7
8
F
R
E
M
O
N
T
A
V
E
N
W
CA
M
E
R
O
N
D
A
N
I
E
L
A
P
A
R
C
E
L
3
0
1
3
3
4
5
F
R
E
M
O
N
T
S
T
N
W
A
A
L
A
N
D
N
I
C
H
O
L
A
S
S
PA
R
C
E
L
2
9
9
15
9
6
0
F
R
E
M
O
N
T
A
V
E
N
W
HA
Y
E
S
P
A
T
R
I
C
K
W
&
S
H
E
L
L
Y
M
P
A
R
C
E
L
2
9
0
1
5
9
9
4
A
R
T
I
C
C
I
R
N
W
T
E
I
L
B
O
R
G
J
O
H
N
A
&
L
O
R
R
A
I
N
E
CBCC
R=904.82INV:INV:INV:INV:INV:INV:
CLV
T
INV:
9
1
3
.
0
8
CL
V
T
INV: 913.24
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>
S
MHSN
R=929.13INV:INV:INV:INV:INV:INV:
FF
=
9
3
1
.
2
1
CBCC
R=928.26
I=S (15 IN RCP)925.71
S
MHSN
R=927.48INV:INV:INV:INV:INV:INV:
CC
FES
T
/
W
I
T
H
G
A
U
R
D
ELEV
=
9
2
2
.
9
0
S
T
R
M
(
I
N
V
)
E
L
E
V
=
9
2
2
.
8
4
M
CH
C
CE
CC
H
E
S
MHSN /METAL RING ,1 Rings @ 1 thick ,Cond:Good
R=915.04
I=S (8 IN CLAY)
NE (4 IN CLAY)903.88
903.56
I=
C
M
SMHS
N
/
1
R
i
n
g
s
@
1
.
2
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=9
1
0
.
5
0
I=
NW
(
8
I
N
P
V
C
)
NE (
8
I
N
C
L
A
Y
)
SW
(
8
I
N
C
L
A
Y
)
898
.
9
0898
.
8
0
I=
I=
898
.
9
0
L
W
W
BB
V
CP
CBR
C
/
F
U
L
L
O
F
W
A
T
E
R
,
3
R
i
n
g
s
@
0
.
6
t
h
i
c
k
,
C
o
n
d
:
P
o
o
r
R=9
0
9
.
5
3
I=
NW
(
1
8
I
N
R
C
P
)
SE (
1
5
I
N
R
C
P
)
905
.
6
8
905
.
5
3
I=
STRM (INV)
ELEV=901.2
4
F
E
S
T
/
W
I
T
H
G
U
A
R
D
EL
E
V
=
9
0
1
.
3
0
CBR
C
/
4
R
i
n
g
s
@
0
.
8
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=9
0
9
.
5
0
I=
NW
(
1
5
I
N
R
C
P
)
905
.
9
0
C
P
CLVT INV: 902.94
CLVT
/3FTX2FT BOX
INV: 901.76
S
T
R
M
(
I
N
V
)
ELEV=902.23
S
T
R
M
(
I
N
V
)
ELEV=901.60
CBRC /6 Rings @ 1.2 thick ,Cond:Poor
R=913.54
NW (15 IN RCP)
SW (15 IN RCP)908.94
908.60
INV:INV:INV:INV:INV:
INV:
CBR
C
/
5
R
i
n
g
s
@
1
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=9
1
3
.
7
6
I=
NE (
1
5
I
N
R
C
P
)
SW
(
4
I
N
P
V
C
)
910
.
3
7
909
.
4
2
I=
S
MHSN /1 Rings @ 1 thick ,Cond:Good
R=913.83
NE (8 IN CLAY)
SW (8 IN PVC)
SE (8 IN CLAY)
902.92
902.82
INV:
INV:902.92INV:INV:INV:
INV:
C CCC
CLVT
INV: 913.25
CL
V
TINV:
9
1
3
.
1
7
CBR
C
/
3
R
i
n
g
s
@
0
.
6
t
h
i
c
k
,
C
o
n
d
:
G
o
o
d
R=9
1
2
.
3
9
I=
NE (
2
1
I
N
R
C
P
)
SE (
1
8
I
N
R
C
P
)
907
.
5
4
907
.
4
4
I=
C
C
S
MHSN /METAL RING ,1 Rings @ 1 thick ,Cond:Good
R=927.32
E (8 IN CLAY)
W (8 IN CLAY)
SE (8 IN CLAY)
916.61
916.51
INV:
INV:916.61INV:INV:INV:
INV:
C
C
S
MHSN /METAL RING ,1 Rings @ 1.2 thick ,Cond:Good
R=936.74
S (8 IN PVC)
N (8 IN PVC)
E (4 IN PVC)
926.34
926.24
INV:
INV:926.44INV:INV:INV:
INV:
S
MHS
N
/
M
E
T
A
L
R
I
N
G
S
,
1
R
i
n
g
s
@
0
.
4
t
h
i
c
k
,
C
o
n
d
:
F
a
i
r
R=9
3
6
.
4
4
I=
NE (
8
I
N
P
V
C
)
NW
(
8
I
N
P
V
C
)
917
.
7
6917
.
6
3
I=
CCC
CC
CBRC
R=928.16INV:INV:INV:INV:INV:INV:
S MHSN
R=930.72INV:INV:INV:INV:INV:INV:
G
X
E
E
XXXXXXXXXX
X
X
X
X
X X X X
X
G
>
>
>
>
>
>
>
>>>>>>>
>
>
>>
>>
>>
>>
>>
>>>>>>>>
C-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
C-D
C-D
C
-
D
C
-
D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
C-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-DC-D
C-
D
C-
D
C-D
C-D
C-D
C-D
C-D
C-
D
C-
D
l
l
l
l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l
l
l
l
l
l
l
||
||
||
||
||
||
||
||
||
||
||
||
>
G-D
G-D
G-
D
G-D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-DG-DG-DG-DG-DG-DG-D
G-D
G-
D
G-D
G-D
G-D G-D
G-
D
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G
-
D
E-
D
E-
D
E-D
E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D E-D
E-
D
E-D E-D E-DE-DE-DE-DE-D
E-
D
E-
DE-DE-D
E
-
D
E-D
E-D
E-D
E-D
E-D
E-D E-D E-D
E-D E-D E-D E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
E-D
l
l
l
l
l
>
>
>
>
>
>
F
F
=
9
3
5
.
4
4
FF=933.60F
F
=
9
3
3
.
5
8
F
F
=
9
2
8
.
8
3
FF=922.70
F
F
=
9
2
2
.
7
6
FF=928.81
F
F
=
9
2
0
.
6
5
F
F
=
9
2
0
.
6
5
F
F
=
9
1
5
.
2
6
F
F
=
9
1
5
.
2
4
5'5'
PA
R
C
E
L
1
5
1
35
7
1
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
DU
M
K
E
B
R
U
C
E
G
E
O
R
G
E
PA
R
C
E
L
1
6
2
35
8
2
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
AN
D
E
R
S
O
N
C
H
E
R
Y
L
PAR
C
E
L
PO
8
9
212
D
E
V
E
L
O
P
M
E
N
T
G
R
O
U
P
L
L
C
P
A
R
C
E
L
3
4
5
15
7
4
1
F
R
E
M
O
N
T
A
V
E
N
W
T
R
O
N
D
S
O
N
S
H
A
N
E
R
PARCEL 317
3445 CRYSTA
L
C
I
R
N
W
SWANSON DE
N
N
I
S
P
A
R
C
E
L
3
4
6
1
5
7
2
3
F
R
E
M
O
N
T
A
V
E
N
W
B
R
O
W
N
T
R
O
Y
M
&
R
H
O
N
D
A
C
PAR
C
E
L
3
1
8
343
5
C
R
Y
S
T
A
L
C
I
R
N
W
TRE
A
D
W
E
L
L
L
A
U
R
A
PA
R
C
E
L
3
4
7
15
7
0
5
F
R
E
M
O
N
T
A
V
E
N
W
PI
N
T
M
A
R
V
I
N
G
&
J
U
D
I
T
H
L
PA
R
C
E
L
3
2
2
34
5
0
C
R
Y
S
T
A
L
C
I
R
N
W
SC
H
L
I
E
P
B
R
U
C
E
D
&
E
L
I
Z
A
B
E
T
H
PA
R
C
E
L
3
1
9
34
2
5
C
R
Y
S
T
A
L
C
I
R
N
W
PR
I
O
R
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PA
R
C
E
L
3
4
8
15
6
8
7
F
R
E
M
O
N
T
A
V
E
N
W
JO
H
N
S
O
N
T
R
E
N
T
PA
R
C
E
L
3
2
3
15
7
1
0
F
R
E
M
O
N
T
A
V
E
N
W
SE
I
B
E
R
L
I
C
H
S
C
O
T
T
PA
R
C
E
L
3
4
9
15
6
6
9
F
R
E
M
O
N
T
A
V
E
N
W
SI
M
O
N
D
I
A
N
A
K
P
A
R
C
E
L
3
2
0
3
4
3
0
C
R
Y
S
T
A
L
C
I
R
N
W
B
R
A
G
G
M
I
C
H
A
E
L
S
PA
R
C
E
L
3
5
0
15
6
4
5
F
R
E
M
O
N
T
A
V
E
N
W
LU
E
D
K
E
S
T
E
V
E
N
A
P
A
R
C
E
L
3
2
1
3
4
4
0
C
R
Y
S
T
A
L
C
I
R
N
W
H
O
F
F
M
A
N
R
O
B
E
R
T
J
I
I
I
PA
R
C
E
L
3
2
4
15
6
9
0
F
R
E
M
O
N
T
A
V
E
N
W
SC
H
M
I
T
Z
W
I
L
L
I
A
M
J
&
S
U
S
A
N
J
PA
R
C
E
L
3
2
5
15
6
7
2
F
R
E
M
O
N
T
A
V
E
N
W
SL
A
T
E
R
M
A
T
T
H
E
W
&
S
L
A
T
E
R
S
A
R
A
H
PA
R
C
E
L
3
2
6
15
6
5
4
F
R
E
M
O
N
T
A
V
E
N
W
MO
R
T
O
N
D
A
N
I
E
L
J
PARCEL 146
15673 ISLAND VIEW RD NW
KORSTAD CANDICE K
PA
R
C
E
L
3
2
7
15
6
3
6
F
R
E
M
O
N
T
A
V
E
N
W
FI
N
K
E
N
A
U
R
S
T
E
P
H
E
N
P
&
J
O
D
Y
L
P
A
R
C
E
L
3
2
8
1
5
6
1
6
F
R
E
M
O
N
T
A
V
E
N
W
B
E
R
G
E
R
S
U
Z
A
N
N
E
M
P
A
R
C
E
L
1
4
7
1
5
7
0
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
I
S
L
A
N
D
V
I
E
W
5
T
H
A
D
D
N
A
S
S
N
&
P
E
T
E
R
W
H
A
T
L
E
Y
P
A
R
C
E
L
1
4
8
1
5
5
6
7
F
R
E
M
O
N
T
A
V
E
N
W
N
E
L
S
O
N
M
A
R
K
D
&
L
A
U
R
A
L
P
A
R
C
E
L
1
4
9
1
5
5
4
9
F
R
E
M
O
N
T
A
V
E
N
W
P
E
N
N
E
J
O
N
A
T
H
A
N
E
P
A
R
C
E
L
1
5
0
1
5
5
3
1
F
R
E
M
O
N
T
A
V
E
N
W
C
O
N
R
O
Y
M
I
C
H
A
E
L
J
1
5
7
7
1
F
R
E
M
O
N
T
A
V
E
N
W
P
A
R
C
E
L
3
4
4
1
5
7
5
9
F
R
E
M
O
N
T
A
V
E
N
W
B
L
O
O
M
Q
U
I
S
T
P
A
T
R
I
C
K
J
&
S
H
A
W
N
A
PA
R
C
E
L
3
2
9
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 12: Sidewalk Extension
August 2025
FEETSCALE
0 50 100
HORZ.
R
FEETSCALE
0 50 100
HORZ.
R
FREMONT AVE NW
FREMONT AVE NW
32'
30
'
NEW SIDEWALK CONNECTION
(2040 PATH & TRAIL SYSTEM PLAN)
NEW SIDEWALK CONNECTION
(2040 PATH & TRAIL SYSTEM PLAN)
BEGIN NARROWED ROADWAY
END NARROWED ROADWAY
H:
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 13: Preliminary Project Phasing
August 2025
FEETSCALE
0 400 800
HORZ.
R
UPPER PRIOR LAKE
LOWER PRIOR LAKE
E
A
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(
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154TH ST NW (CR 82)
SPRING LAKE RD SW (CR 12)
ST
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LEGEND
2026 CONSTRUCTION
2027 CONSTRUCTION
NOTE: THE PRELIMINARY PROJECT PHASING IS
SUBJECT TO CHANGE DURING FINAL DESIGN.
2028 CONSTRUCTION (TBD)
PA
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PARCEL 29115940 ARTIC CIR NW
STAY SAFE LLC
PARCEL 29015994 ARTIC CIR NWTEILBORG JOHN A & LORRAINE
PA
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2
9
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PARCEL 29315880 ARTIC
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STAY SAFE
L
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4646 DAKOTA ST SE
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PARCEL 29415820 ARTIC CIR NWCOURSOLLE NATASHA K
3218
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4
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3209
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3221 L
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1
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3183
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LECLAIRE MICH
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3
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16511
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PARCEL 54
16383 NORTHWOOD RD NW
JONES SARAH J
PARCEL 5516361 NORTHWOOD RD
N
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REVAK MARILYN C
PARCEL 5616337 NORTHW
O
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N
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TETZLOFF PAU
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J
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PARCEL 5816313 NORTHWOOD
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PARCEL 5716327 NORTHW
O
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PETSCHL JEFF
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PARCEL 5916285 NORTHWOO
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WSTUART & LUCI ALT
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PARCEL 6016273 NORTHWO
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PARCEL 6
3
16231 NO
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PARCEL 6216245 NORTHW
O
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N
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ATKINS JOSHUA C
A
L
L
PARCE
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6
4
16187 N
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6
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6
6
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6
7
1
6
1
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B
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L
L
C
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PA
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6
8
16
1
4
5
N
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RIV
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A
J
A
S
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PA
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6
9
16
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N
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N
W
PA
U
L
M
C
H
A
V
E
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
&
K
R
I
S
T
E
N
D
G
O
E
D
E
R
T
PA
R
C
E
L
7
0
16
1
2
9
N
O
R
T
H
W
O
O
D
R
D
N
W
MO
E
N
S
C
O
T
T
PA
R
C
E
L
7
2
16
1
1
3
N
O
R
T
H
W
O
O
D
R
D
VI
J
A
R
P
E
L
E
C
I
S
T
R
U
S
T
PA
R
C
E
L
7
3
16
1
0
9
N
O
R
T
H
W
O
O
D
R
D
N
W
BE
R
G
J
E
F
F
PA
R
C
E
L
7
4
16
1
0
1
N
O
R
T
H
W
O
O
D
R
D
N
W
HO
D
S
D
O
N
T
I
M
O
T
H
Y
PA
R
C
E
L
7
5
16
0
9
9
N
O
R
T
H
W
O
O
D
R
D
N
W
CA
M
P
B
E
L
L
J
O
S
E
P
H
K
PA
R
C
E
L
7
6
16
0
9
5
N
O
R
T
H
W
O
O
D
R
D
N
W
FL
O
M
T
O
D
D
R
PA
R
C
E
L
7
7
16
0
9
3
N
O
R
T
H
W
O
O
D
R
D
N
W
BU
R
T
D
E
N
I
S
E
A
PA
R
C
E
L
7
8
16
0
9
1
N
O
R
T
H
W
O
O
D
R
D
N
W
TA
N
E
D
D
Y
PA
R
C
E
L
7
9
16
0
8
7
N
O
R
T
H
W
O
O
D
R
D
N
W
SI
M
O
N
S
O
N
J
A
Y
S
&
A
N
N
J
PA
R
C
E
L
8
0
16
0
8
5
N
O
R
T
H
W
O
O
D
R
D
N
W
GR
U
N
D
E
R
K
Y
L
E
PA
R
C
E
L
8
1
16
0
8
3
N
O
R
T
H
W
O
O
D
R
D
N
E
BO
L
Z
B
R
A
D
L
E
Y
W
&
B
O
L
Z
M
O
N
A
Y
E
M
PA
R
C
E
L
8
2
16
0
7
7
N
O
R
T
H
W
O
O
D
R
D
N
W
PA
S
S
O
F
A
R
O
J
O
S
E
P
H
A
PA
R
C
E
L
8
3
16
0
7
3
N
O
R
T
H
W
O
O
D
R
D
N
W
AN
D
E
R
S
O
N
K
A
R
L
PA
R
C
E
L
8
5
16
0
6
7
N
O
R
T
H
W
O
O
D
R
D
N
W
SU
L
L
I
V
A
N
B
A
R
R
Y
J
PA
R
C
E
L
8
6
16
0
6
3
N
O
R
T
H
W
O
O
D
R
D
N
W
SU
L
L
I
V
A
N
M
O
L
L
Y
P
PA
R
C
E
L
8
4
16
0
6
9
N
O
R
T
H
W
O
O
D
R
D
N
W
AN
D
E
R
S
O
N
D
A
V
I
D
G
&
G
R
E
T
C
H
E
N
PA
R
C
E
L
8
7
16
0
6
1
N
O
R
T
H
W
O
O
D
R
D
N
W
CH
I
A
L
S
T
E
V
E
N
E
&
N
A
O
M
I
R
PA
R
C
E
L
8
8
16
0
5
9
N
O
R
T
H
W
O
O
D
R
D
N
W
GR
Y
T
I
N
G
K
E
L
L
Y
R
PA
R
C
E
L
8
9
16
0
5
7
N
O
R
T
H
W
O
O
D
R
D
N
W
RI
C
H
A
R
D
S
O
N
J
E
S
S
I
C
A
PA
R
C
E
L
9
0
16
0
5
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HA
R
T
L
C
A
S
E
Y
A
PA
R
C
E
L
9
1
16
0
5
1
N
O
R
T
H
W
O
O
D
R
D
N
W
ER
I
C
K
S
O
N
S
C
O
T
T
H
PA
R
C
E
L
9
2
16
0
4
9
N
O
R
T
H
W
O
O
D
R
D
N
W
WI
L
L
I
A
M
&
C
O
R
I
N
N
A
G
I
L
B
E
R
T
T
R
U
S
T
PA
R
C
E
L
9
3
16
0
4
7
N
O
R
T
H
W
O
O
D
R
D
N
W
AU
D
A
S
J
A
M
E
S
R
PA
R
C
E
L
9
4
16
0
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
ME
N
D
E
N
F
R
A
N
C
I
S
PA
R
C
E
L
9
5
16
0
4
3
N
O
R
T
H
W
O
O
D
R
D
N
W
KR
A
M
E
R
D
A
V
I
D
D
PA
R
C
E
L
9
6
34
6
2
W
I
L
D
S
R
D
G
N
W
CA
R
N
E
Y
A
N
D
R
E
W
J
O
E
&
C
A
R
N
E
Y
J
E
S
S
I
C
A
A
N
N
PA
R
C
E
L
9
7
16
0
3
9
N
O
R
T
H
W
O
O
D
R
D
N
W
JIL
L
E
H
O
O
P
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
9
8
160
3
7
N
O
R
T
H
W
O
O
D
R
D
N
W
RYA
N
J
W
I
L
L
I
A
M
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
&
G
R
E
T
C
H
E
N
M
W
I
L
L
I
PA
R
C
E
L
9
9
16
0
3
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HO
F
F
B
E
C
K
L
A
N
D
O
N
R
PA
R
C
E
L
1
8
8
16
0
3
1
N
O
R
T
H
W
O
O
D
R
D
N
W
BA
R
R
I
B
A
L
L
S
C
O
T
T
E
&
D
I
A
N
E
M
PA
R
C
E
L
1
0
0
16
0
3
3
N
O
R
T
H
W
O
O
D
R
D
N
W
FO
L
E
Y
S
T
E
V
E
PA
R
C
E
L
1
0
1
16
0
2
7
N
O
R
T
H
W
O
O
D
R
D
N
W
ME
E
K
R
Y
L
E
E
PARCEL 1
0
4
16009 N
O
R
T
H
W
O
O
D
R
D
N
W
ZANDER
P
A
U
L
H
&
C
A
T
H
Y
C
&
P
A
U
L
H
Z
A
N
D
E
R
R
E
V
T
R
U
S
T
PARCEL 10516001 NORTHWOOD RD
JANA B PATRICK REVOCABLE TRUST
PA
R
C
E
L
1
6
9
304
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SP
L
E
T
T
S
T
O
E
S
E
R
G
R
E
G
O
R
Y
M
PARCEL 168
3055 KNOLLRIDGE DR NW
NOTERMANN DEBORAH L
PA
R
C
E
L
2
8
9
16
0
5
8
N
O
R
T
H
W
O
O
D
R
D
N
W
WA
L
L
M
I
C
H
A
E
L
&
J
E
N
N
I
F
E
R
PA
R
C
E
L
2
8
8
16
0
7
0
N
O
R
T
H
W
O
O
D
R
D
N
W
BA
I
R
R
A
N
D
E
L
L
L
&
S
A
N
D
R
A
K
PA
R
C
E
L
2
5
5
30
2
2
H
A
W
K
R
I
D
G
E
R
D
N
W
MUR
R
T
O
D
D
E
&
T
A
M
A
R
A
PAR
C
E
L
2
5
6
3034
H
A
W
K
R
I
D
G
E
R
D
N
W
MEI
B
O
B
PAR
C
E
L
2
5
7
304
6
H
A
W
K
R
I
D
G
E
R
D
N
W
GRE
B
E
N
Y
U
K
Y
E
V
G
E
N
I
Y
PARCEL
2
5
8
3058 HA
W
K
R
I
D
G
E
R
D
N
W
ANDREW
S
&
S
H
A
R
O
N
A
S
B
U
R
K
E
T
R
U
S
T
PAR
C
E
L
2
5
9
3091
L
A
K
E
H
A
V
E
N
C
T
N
W
KOE
H
L
E
R
A
N
D
R
E
W
I
&
R
E
B
E
C
C
A
S
PAR
C
E
L
2
6
0
3077
L
A
K
E
H
A
V
E
N
C
T
N
W
MILL
E
R
D
A
V
I
D
J
&
N
I
C
O
L
E
PAR
C
E
L
2
6
1
3065
L
A
K
E
H
A
V
E
N
C
T
N
W
PEL
L
E
R
K
A
R
E
N
L
&
M
A
R
K
J
PAR
C
E
L
2
6
2
3037
L
A
K
E
H
A
V
E
N
C
T
N
W
AND
E
R
S
O
N
L
A
W
R
E
N
C
E
M
&
P
A
M
E
L
A
K
PARCEL 263
30
5
0
L
A
K
E
H
A
V
E
N
C
T
N
W
LO
R
I
A
J
O
H
N
S
O
N
G
O
O
D
W
I
N
T
R
U
S
T
PAR
C
E
L
2
6
4
306
2
L
A
K
E
H
A
V
E
N
C
T
N
W
MEN
N
I
N
G
J
O
S
E
P
H
P
&
B
E
T
H
A
PARC
E
L
2
6
5
3074
L
A
K
E
H
A
V
E
N
C
T
N
W
PROV
A
N
C
H
A
A
A
R
O
N
J
PARC
E
L
2
6
6
3086
L
A
K
E
H
A
V
E
N
C
T
N
W
LAMA
A
C
K
D
A
V
I
D
B
&
M
A
R
Y
B
PARC
E
L
2
6
7
3098
L
A
K
E
H
A
V
E
N
C
T
N
W
RAYM
O
N
D
C
R
A
I
G
A
L
L
A
N
PARC
E
L
2
6
8
3197
S
H
A
D
Y
C
O
V
E
P
T
N
W
KREC
H
M
I
C
H
A
E
L
W
&
H
E
A
T
H
E
R
M
PARC
E
L
2
6
9
3185
S
H
A
D
Y
C
O
V
E
P
T
N
W
VELD
M
A
N
B
R
U
C
E
A
&
C
H
R
I
S
T
I
N
E
M
PARC
E
L
2
7
0
3173
S
H
A
D
Y
C
O
V
E
P
T
N
W
LUND
Q
U
I
S
T
D
A
N
I
E
L
PARCEL 271
3161 SHADY C
O
V
E
P
T
N
W
PETER AND
T
H
E
R
E
S
A
N
A
Z
Y
T
R
U
S
T
PARCEL 2723149 SHADY COVE PT NWDEPREY ERIC
PARCEL 2733137 SHADY COVE PT NWGETTLER JONATHAN A
PARCEL 2743122 SHADY COVE PT NWBRESNAHAN ADAM & BRESNAHAN ALYSSA
PARC
E
L
2
7
5
3134
S
H
A
D
Y
C
O
V
E
P
T
STEV
E
N
S
O
N
J
A
M
E
S
R
O
B
E
R
T
I
I
I
&
S
T
E
V
E
N
S
O
N
A
S
H
L
E
Y
M
A
R
PARCEL 276
3146 SHADY COVE PT NW
LAING DOUGLAS W JR & DEBO
R
A
H
A
PARCEL 277
3158 SHADY COVE PT NW
FORSTER MARK T
PARC
E
L
2
7
8
3170 S
H
A
D
Y
C
O
V
E
P
T
N
W
STEPH
E
N
G
E
R
A
L
D
C
L
O
S
E
A
N
D
D
A
N
A
J
E
A
N
C
L
O
S
E
T
R
U
S
T
PARC
E
L
2
7
9
3182
S
H
A
D
Y
C
O
V
E
P
T
N
W
KLOS
S
N
E
R
D
E
R
E
K
PARCE
L
2
8
0
3221 L
A
K
E
B
L
U
F
F
C
I
R
N
W
LARSO
N
J
O
H
N
P
&
J
I
L
L
R
PARCE
L
2
8
1
3199
L
A
K
E
B
L
U
F
F
C
I
R
N
W
LE TH
A
N
H
PARCE
L
2
8
2
3191 L
A
K
E
B
L
U
F
F
C
I
R
N
W
HELBE
R
G
P
A
U
L
D
&
C
O
L
E
E
N
S
H
E
L
B
E
R
G
PA
R
C
E
L
2
8
3
32
0
4
L
A
K
E
B
L
U
F
F
C
I
R
N
W
KL
E
M
A
N
A
T
H
A
N
PAR
C
E
L
2
8
4
3212
L
A
K
E
B
L
U
F
F
C
I
R
N
W
HON
G
J
O
H
N
P
V
&
L
I
N
H
M
PARCE
L
2
8
5
3220 L
A
K
E
B
L
U
F
F
C
I
R
N
W
DIDION
T
A
M
A
R
A
R
O
S
E
PARC
E
L
2
8
6
3228 L
A
K
E
B
L
U
F
F
C
I
R
N
W
BARLA
S
S
J
A
C
O
B
PA
R
C
E
L
2
8
7
16
0
8
2
N
O
R
T
H
W
O
O
D
R
D
N
W
ER
I
C
K
S
O
N
J
A
Y
T
&
C
A
R
M
E
N
H
PAR
C
E
L
1
6
2
280
4
S
P
R
I
N
G
L
A
K
E
R
D
S
W
LIN
D
Q
U
I
S
T
K
R
I
S
T
O
P
H
E
R
J
PARCEL 116725 NORTHWOOD RD NW
THE PUBLIC
PA
R
C
E
L
1
6
3
167
3
0
N
O
R
T
H
W
O
O
D
R
D
WES
T
L
U
N
D
S
T
E
P
H
A
N
I
E
PA
R
C
E
L
28
3
6
C
E
N
T
E
R
R
D
S
W
SO
L
L
E
R
P
A
T
R
I
C
K
J
PARCEL
2818 CE
N
T
E
R
R
D
S
W
LOUEY T
E
R
R
I
L
&
D
W
I
G
H
T
D
PARCEL
1
6
4
SCOTT C
O
U
N
T
Y
T
A
X
A
T
I
O
N
D
E
P
T
PAR
C
E
L
1
5
319
3
B
U
T
T
E
R
N
U
T
C
I
R
N
W
FRE
D
E
R
I
C
K
S
O
N
M
A
R
K
W
&
S
U
Z
A
N
N
E
PA
R
C
E
L
2
0
32
1
8
B
U
T
T
E
R
N
U
T
C
I
R
N
W
RE
I
M
E
R
S
C
A
S
S
A
N
D
R
A
C
PA
R
C
E
L
2
1
321
4
B
U
T
T
E
R
N
U
T
C
I
R
N
W
LUN
D
E
D
A
W
N
&
L
U
N
D
E
M
A
T
T
H
E
W
PARC
E
L
3
SCOTT
C
O
U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PARCEL
2
SCOTT CO
U
N
T
Y
&
T
A
X
A
T
I
O
N
D
E
P
T
PA
R
C
E
L
1
6
6
16
5
3
0
N
O
R
T
H
W
O
O
D
R
D
N
W
HA
I
K
E
R
T
H
O
M
A
S
F
&
J
E
A
N
E
T
T
E
C
PARC
E
L
1
6
5
SCOT
T
C
O
U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PA
R
C
E
L
3
5
4
15
7
6
4
I
S
L
A
N
D
V
I
E
W
R
D
REI
T
M
E
I
E
R
K
E
V
I
N
M
PA
R
C
E
L
3
4
5
157
4
1
F
R
E
M
O
N
T
A
V
E
N
W
TR
O
N
D
S
O
N
S
H
A
N
E
R
PARCEL 13
9
15745 ISL
A
N
D
V
I
E
W
R
D
N
W
FERGUSON
R
O
N
W
PAR
C
E
L
3
1
7
3445
C
R
Y
S
T
A
L
C
I
R
N
W
SWA
N
S
O
N
D
E
N
N
I
S
PA
R
C
E
L
3
4
6
15
7
2
3
F
R
E
M
O
N
T
A
V
E
N
W
BR
O
W
N
T
R
O
Y
M
&
R
H
O
N
D
A
C
PAR
C
E
L
1
4
0
15733
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BEH
R
E
N
D
T
M
I
C
H
A
E
L
PARCEL
3
1
8
3435 CR
Y
S
T
A
L
C
I
R
N
W
TREADW
E
L
L
L
A
U
R
A
PARCEL 353
15750 ISLAND VIEW RD NW
SOLARZ KEVIN
PA
R
C
E
L
3
4
7
15
7
0
5
F
R
E
M
O
N
T
A
V
E
N
W
PI
N
T
M
A
R
V
I
N
G
&
J
U
D
I
T
H
L
PARC
E
L
1
4
1
1572
1
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GIGS
T
E
A
D
D
A
N
I
E
L
E
L
M
A
N
P
A
R
C
E
L
3
5
2
15
7
3
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
TH
O
M
P
S
O
N
D
A
V
I
D
&
C
A
R
R
I
E
M
R
O
S
S
PA
R
C
E
L
3
2
2
34
5
0
C
R
Y
S
T
A
L
C
I
R
N
W
SC
H
L
I
E
P
B
R
U
C
E
D
&
E
L
I
Z
A
B
E
T
H
PARCEL 319
3425 CRYST
A
L
C
I
R
N
W
PRIOR LAKE
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PA
R
C
E
L
3
4
8
15
6
8
7
F
R
E
M
O
N
T
A
V
E
N
W
JO
H
N
S
O
N
T
R
E
N
T
PA
R
C
E
L
3
5
1
15
7
0
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
AR
L
T
J
O
H
N
P
PA
R
C
E
L
3
2
3
15
7
1
0
F
R
E
M
O
N
T
A
V
E
N
W
SEI
B
E
R
L
I
C
H
S
C
O
T
T
P
A
R
C
E
L
3
4
9
15
6
6
9
F
R
E
M
O
N
T
A
V
E
N
W
SIM
O
N
D
I
A
N
A
K
PARCEL 142
15707 ISLAND VIEW RD NW
REICHERT PETER B
PARC
E
L
3
2
0
3430
C
R
Y
S
T
A
L
C
I
R
N
W
BRA
G
G
M
I
C
H
A
E
L
S
PA
R
C
E
L
3
5
0
156
4
5
F
R
E
M
O
N
T
A
V
E
N
W
LU
E
D
K
E
S
T
E
V
E
N
A
PARC
E
L
1
4
3
1569
5
I
S
L
A
N
D
V
I
E
W
R
D
N
W
EVEN
S
O
N
B
R
A
D
L
E
Y
M
A
T
T
H
E
W
PARCEL 3213440 CRYSTAL CIR NWHOFFMAN ROBERT J III
PA
R
C
E
L
3
2
4
15
6
9
0
F
R
E
M
O
N
T
A
V
E
N
W
SC
H
M
I
T
Z
W
I
L
L
I
A
M
J
&
S
U
S
A
N
J
PARC
E
L
1
4
4
1568
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FIELD
D
A
N
I
E
L
E
P
A
R
C
E
L
3
2
5
15
6
7
2
F
R
E
M
O
N
T
A
V
E
N
W
SL
A
T
E
R
M
A
T
T
H
E
W
&
S
L
A
T
E
R
S
A
R
A
H
PA
R
C
E
L
3
2
6
15
6
5
4
F
R
E
M
O
N
T
A
V
E
N
W
M
O
R
T
O
N
D
A
N
I
E
L
J
PARC
E
L
1
4
5
1567
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KOR
S
T
A
D
C
A
N
D
I
C
E
K
PA
R
C
E
L
3
2
7
15
6
3
6
F
R
E
M
O
N
T
A
V
E
N
W
FIN
K
E
N
A
U
R
S
T
E
P
H
E
N
P
&
J
O
D
Y
L
PARCEL 328
15616 FREMONT AVE NW
BERGER SUZANNE M
PAR
C
E
L
1
4
6
1570
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
ISLA
N
D
V
I
E
W
5
T
H
A
D
D
N
A
S
S
N
&
P
E
T
E
R
W
H
A
T
L
E
Y
PARCEL 14715567 FREMO
N
T
A
V
E
N
WNELSON MAR
K
D
&
L
A
U
R
A
L
PARCEL 14815549 FREMONT AVE
N
W
PENNE JONATHAN E
PARCEL 14915531 FREMONT AVE NWCONROY MICHAEL J
PARCEL350 HWY 212 ECRYSTAL BAY TOWNHOMES ASSOC & %212 DEV GROUP
PARCE
L
1
2
6
3550 I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
ANDE
R
S
O
N
D
A
N
I
E
L
C
PARCE
L
1
2
7
15987
I
S
L
A
N
D
V
I
E
W
R
D
N
W
MORRI
S
R
I
C
H
A
R
D
J
&
P
A
T
R
I
C
I
A
PARC
E
L
1
2
8
15967
I
S
L
A
N
D
V
I
E
W
R
D
N
W
OREN
S
T
E
I
N
K
U
R
T
M
PARCE
L
1
2
9
15947
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KODID
E
K
K
E
V
I
N
C
PARC
E
L
1
3
0
15923 I
S
L
A
N
D
V
I
E
W
R
D
N
W
POPPL
E
R
S
H
A
W
N
PARCEL 13115897 ISLAND VIEW RD NWLEVEILLE DANIEL G
PARC
E
L
1
3
2
15871
I
S
L
A
N
D
V
I
E
W
R
D
N
W
MAL
M
B
E
R
G
B
R
I
A
N
D
PAR
C
E
L
1
3
3
15849
I
S
L
A
N
D
V
I
E
W
R
D
N
W
AMM
E
R
M
A
N
R
O
D
N
E
Y
C
&
J
U
L
I
E
PAR
C
E
L
1
3
4
1582
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BRET
Z
K
E
N
N
E
T
H
J
&
D
E
B
O
R
A
H
K
PARC
E
L
1
3
5
1580
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GRA
B
S
K
I
B
E
N
J
A
M
I
N
W
PARC
E
L
1
3
6
1578
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GARD
I
N
E
R
C
H
A
R
L
E
S
I
I
I
&
G
A
R
D
I
N
E
R
J
E
S
S
I
C
A
PARC
E
L
1
3
7
15769
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GRO
H
B
R
I
A
N
L
&
L
I
N
D
A
A
PARC
E
L
1
3
8
15757
I
S
L
A
N
D
V
I
E
W
R
D
N
W
HEL
M
B
A
C
H
E
R
K
E
I
T
H
M
PARCEL 112
OVERBY BRAD
PARCEL 113
3715 ISLAND VIEW
C
I
R
N
W
JANICE M GRAS
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
1
4
37
1
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
JA
N
I
C
E
M
G
R
A
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
1
5
37
3
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
WIL
S
O
N
H
E
I
D
I
C
PA
R
C
E
L
1
1
6
375
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
EV
E
R
S
O
N
B
R
I
A
N
PA
R
C
E
L
1
1
7
377
3
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
JO
H
N
S
O
N
M
A
R
Y
R
PA
R
C
E
L
1
1
8
37
9
1
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
ST
E
N
Z
E
L
T
Y
R
O
N
E
D
&
D
E
C
I
A
J
PA
R
C
E
L
1
1
9
38
0
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
HU
R
S
T
J
O
H
N
&
H
U
R
S
T
S
T
E
F
A
N
I
E
PA
R
C
E
L
1
2
0
38
2
7
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
HE
N
G
E
M
U
H
L
E
C
H
A
D
M
PA
R
C
E
L
1
2
1
38
4
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
KO
P
E
T
Z
K
I
S
T
E
V
E
N
J
&
M
A
R
L
E
N
E
PA
R
C
E
L
1
2
2
38
5
7
I
S
L
A
N
D
V
I
E
W
C
I
R
MI
C
H
A
E
L
P
M
Y
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
2
3
386
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
KA
R
G
E
S
D
A
V
I
D
B
&
C
H
E
R
Y
L
S
P
A
T
H
PARCEL 1
2
5
3773 ISLAN
D
V
I
E
W
C
I
R
N
W
ISLAND V
I
E
W
2
N
D
H
O
M
E
O
W
N
E
R
A
S
S
N
PA
R
C
E
L
1
2
4
387
7
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
TH
O
M
A
S
J
R
Y
A
N
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
0
9
357
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
PET
E
R
B
E
N
J
A
M
I
N
C
&
J
O
D
I
E
A
PA
R
C
E
L
1
0
8
355
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
RIC
H
A
R
D
S
O
N
T
H
O
M
A
S
J
PA
R
C
E
L
1
0
7
35
4
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
SLI
P
K
A
C
H
A
D
PA
R
C
E
L
1
0
6
35
2
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
CH
R
I
S
T
O
P
H
E
R
S
O
N
T
R
O
Y
L
&
C
H
R
I
S
T
O
P
H
E
R
S
O
N
J
I
L
L
M
PARCEL 110
3595 ISLAND VIEW CIR NW
DOHERTY ANTHONY
PARCEL
1
1
13545 ISLA
N
D
V
I
E
W
C
I
R
N
W
ISLAND V
I
E
W
O
U
T
L
O
T
I
N
C
PA
R
C
E
L
3
7
9
PR
I
O
R
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PA
R
C
E
L
3
7
5
160
0
0
I
S
L
A
N
D
V
I
E
W
R
D
PAN
N
K
U
K
T
E
R
E
S
A
E
PA
R
C
E
L
3
7
6
16
0
3
8
N
O
R
T
H
W
O
O
D
R
D
N
W
KIN
S
E
L
L
A
K
E
I
T
H
P
J
R
PARCEL 33015995 FREMONT AVE NW
TOTH ANNA M
PA
R
C
E
L
3
7
8
160
4
8
N
O
R
T
H
W
O
O
D
R
D
N
W
GR
A
M
L
O
W
C
H
A
D
A
PA
R
C
E
L
3
8
0
160
5
0
N
O
R
T
H
W
O
O
D
R
D
N
W
HP
A
I
I
B
O
R
R
O
W
E
R
2
0
2
1
-
1
L
L
C
PA
R
C
E
L
3
8
1
16
0
5
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FRI
E
D
G
E
S
D
A
V
I
D
R
PA
R
C
E
L
3
7
7
16
0
4
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FR
E
E
R
B
A
I
L
E
Y
E
&
B
A
R
N
E
S
A
D
A
M
P
PARCEL 37415982 ISLAND VIEW RD NWSCHULTZ ROBERT W
PARC
E
L
3
3
1
1597
5
F
R
E
M
O
N
T
A
V
E
N
W
SCHR
E
I
B
E
R
R
I
C
H
A
R
D
C
&
T
E
R
R
Y
R
PARCEL 369
3425 ISLAND CIR NWDEMARS CATHERINE R
PARC
E
L
3
7
3
15970
I
S
L
A
N
D
V
I
E
W
R
D
N
W
RAY S
U
B
H
A
S
I
S
H
PAR
C
E
L
3
6
8
3420
I
S
L
A
N
D
C
I
R
N
W
O'FA
L
L
O
N
K
A
T
H
E
R
I
N
E
C
PARCEL
3
3
2
15959
F
R
E
M
O
N
T
A
V
E
N
W
HADAC
J
O
H
N
A
P
A
R
C
E
L
3
7
0
34
4
5
I
S
L
A
N
D
C
I
R
N
W
G
R
E
D
E
N
M
A
R
K
R
PARCEL 33
315941 FRE
M
O
N
T
A
V
E
N
W
HANISCH MI
C
H
A
E
L
E
PA
R
C
E
L
3
6
7
344
0
I
S
L
A
N
D
C
I
R
N
W
GR
O
V
E
N
B
U
R
G
D
A
N
N
Y
L
PARC
E
L
3
7
1
15940
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PEMR
I
C
K
N
I
C
O
L
E
PA
R
C
E
L
2
9
6
CO
U
R
S
O
L
L
E
N
A
T
A
S
H
A
K
PARCEL 3003381 FREMONT
S
T
N
WLACROIX KEV
I
N
J
&
I
R
E
N
E
L
PARCEL 33
415921 FRE
M
O
N
T
A
V
E
N
W
SENTYRZ T
O
D
D
B
&
D
A
I
N
A
M
PA
R
C
E
L
3
6
6
346
0
I
S
L
A
N
D
C
I
R
N
W
HU
Y
N
H
K
A
Z
M
Y
N
PA
R
C
E
L
3
6
5
15
9
1
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
AL
A
N
M
B
E
N
S
O
N
T
R
U
S
T
PARCEL
3
3
515901 FREM
O
N
T
A
V
E
N
W
MORRISO
N
B
E
N
PARCEL 302
3344 FREMONT ST N
W
HOLST ADAM BERTO
N
PARCEL 33
615889 FRE
M
O
N
T
A
V
E
N
W
SEMSCH
W
I
L
L
I
A
M
&
H
A
R
T
F
I
E
L
S
A
L
L
Y
PARCEL 3043386 FREMO
N
T
S
T
N
WVLASIN ERIC L
&
B
E
T
H
A
N
Y
J
PARCEL 3033366 FREMONT ST NW
MCLAIN CASEY
PARCEL 363
15894 ISLAND VIEW RD NW
PHILLIPS JOEL
PARCEL 3
3
715873 FR
E
M
O
N
T
A
V
E
N
W
RUESINK
S
T
E
V
E
N
J
&
K
A
R
L
E
E
N
R
PARCEL 307
3361 FREMONT CIR N
W
SCHROEDER MINDY
PA
R
C
E
L
3
0
5
339
9
F
R
E
E
M
O
N
T
C
I
R
N
W
LIN
K
J
O
S
E
P
H
PA
R
C
E
L
3
0
6
337
5
F
R
E
M
O
N
T
C
I
R
N
W
HAN
S
E
N
J
E
F
F
R
E
Y
S
&
S
H
A
N
N
O
N
R
PARCEL 33
815855 FRE
M
O
N
T
A
V
E
N
W
SINZHEIMER
T
O
D
D
A
PARCEL 308
3330 FREMONT CIR NW
RYKKEN ROBERT J
PARCEL
3
3
915839 FREM
O
N
T
A
V
E
N
W
SIWINSKI
M
I
C
H
A
E
L
&
M
A
T
T
S
O
N
L
O
R
I
PA
R
C
E
L
3
6
1
158
6
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FRO
M
M
J
A
M
E
S
PA
R
C
E
L
3
1
2
340
0
F
R
E
E
M
O
N
T
C
I
R
N
W
STA
R
R
A
N
T
H
O
N
Y
J
&
J
E
S
S
I
C
A
A
PARC
E
L
3
0
9
3350 F
R
E
M
O
N
T
C
I
R
N
W
ENGE
L
S
O
N
R
I
C
H
A
R
D
&
M
A
R
G
A
R
E
T
PARCEL 34
015821 FRE
M
O
N
T
A
V
E
N
W
HELMAND
O
L
L
A
R
M
E
G
A
N
PAR
C
E
L
3
4
1
15805
F
R
E
M
O
N
T
A
V
E
N
W
LAU
G
H
R
I
D
G
E
T
R
E
N
T
D
PARCEL 3103364 FREMO
N
T
C
I
R
N
W
BACHMANN
J
A
M
I
E
L
Y
N
N
PAR
C
E
L
3
1
1
338
4
F
R
E
M
O
N
T
C
I
R
N
W
O'H
A
L
L
O
R
A
N
B
A
R
B
A
R
A
J
O
&
S
E
A
N
P
PA
R
C
E
L
3
5
9
1584
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PIER
C
E
M
A
R
T
I
N
T
PARCEL
3
1
3
15820 F
R
E
M
O
N
T
A
V
E
N
W
BLONIGE
N
N
O
R
B
E
R
T
A
PAR
C
E
L
3
4
2
1578
7
F
R
E
M
O
N
T
A
V
E
N
W
DUB
O
I
S
J
O
E
PA
R
C
E
L
3
4
3
157
7
1
F
R
E
M
O
N
T
A
V
E
N
W
GEY
E
N
D
A
R
E
N
PAR
C
E
L
3
1
4
15800
F
R
E
M
O
N
T
A
V
E
N
W
KLINE
J
A
Y
N
E
L
PARC
E
L
3
1
5
1578
4
F
R
E
M
O
N
T
A
V
E
N
W
MUE
H
L
H
A
U
S
E
R
B
R
E
T
T
A
PAR
C
E
L
3
5
5
157
7
4
I
S
L
A
N
D
V
I
E
W
R
D
N
W
HO
R
R
A
C
H
W
I
L
L
I
A
M
&
M
A
R
T
A
PAR
C
E
L
3
4
4
157
5
9
F
R
E
M
O
N
T
A
V
E
N
W
BLO
O
M
Q
U
I
S
T
P
A
T
R
I
C
K
J
&
S
H
A
W
N
A
PAR
C
E
L
3
1
6
1577
0
F
R
E
M
O
N
T
A
V
E
N
W
STEI
N
R
A
N
D
Y
PARC
E
L
3
7
2
15956
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GEIL J
O
E
L
D
&
J
E
A
N
E
PAR
C
E
L
3
6
0
1585
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BEIS
W
E
N
G
E
R
D
O
N
A
L
D
&
R
O
B
E
R
T
A
PAR
C
E
L
3
5
8
158
2
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KLI
N
E
J
A
M
E
S
W
&
C
Y
N
T
H
I
A
A
PAR
C
E
L
3
5
7
1580
0
I
S
L
A
N
D
V
I
E
W
R
D
RO
L
E
F
F
M
A
X
R
PA
R
C
E
L
3
5
6
157
8
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BOE
S
E
J
O
S
H
U
A
C
H
R
I
S
T
O
P
H
E
R
&
B
O
E
S
E
J
E
S
S
I
C
A
L
Y
N
N
PARCEL 364
15906 ISLAND VIEW RD NW
OLSEN JULIE A
PARCE
L
3
6
2
15878 I
S
L
A
N
D
V
I
E
W
R
D
N
W
BEAUF
O
Y
J
E
F
F
E
R
Y
J
PARC
E
L
2
9
7
1599
0
F
R
E
M
O
N
T
A
V
E
N
W
HILLE
S
H
I
E
M
J
O
D
Y
A
PARC
E
L
2
9
8
1597
8
F
R
E
M
O
N
T
A
V
E
N
W
CAME
R
O
N
D
A
N
I
E
L
A
PARCEL 301
3345 FREMO
N
T
S
T
N
W
AALAND NICH
O
L
A
S
S
PARC
E
L
2
9
9
15960
F
R
E
M
O
N
T
A
V
E
N
W
HAYE
S
P
A
T
R
I
C
K
W
&
S
H
E
L
L
Y
M
PAR
C
E
L
1
6
7
CIT
Y
O
F
P
R
I
O
R
L
A
K
E
PAR
C
E
L
2
1
3
2810
H
A
W
K
R
I
D
G
E
R
D
N
W
CH
A
R
L
E
S
A
N
D
M
I
C
H
E
L
E
M
C
F
A
L
L
T
R
U
S
T
PAR
C
E
L
2
1
4
2822
H
A
W
K
R
I
D
G
E
R
D
N
W
SC
H
L
I
C
H
T
M
A
N
N
B
E
N
J
A
M
I
N
W
I
L
L
I
A
M
PA
R
C
E
L
2
1
5
282
8
H
A
W
K
R
I
D
G
E
R
D
N
W
GR
O
E
S
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
2
1
6
283
6
H
A
W
K
R
I
D
G
E
R
D
N
W
HA
U
T
M
A
N
B
R
A
D
E
N
J
A
M
E
S
PA
R
C
E
L
2
1
7
2840 HAWK RIDGE RD NWDEMIN VITALY GENNADYEVICH
PARCEL
2
1
9
16212
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
HELGER
S
O
N
K
A
R
I
C
P
A
R
C
E
L
2
1
8
28
5
2
H
A
W
K
R
I
D
G
E
R
D
N
W
AN
D
E
R
S
O
N
J
A
S
O
N
PAR
C
E
L
2
5
3
297
6
H
A
W
K
R
I
D
G
E
R
D
N
W
PUD
E
L
L
M
A
T
T
H
E
W
D
PARCEL 2
2
0
16200 VISIO
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
MARO THEO
D
O
R
E
B
PARCEL 2
2
9
16211 VISIO
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
BURNS MIC
H
A
E
L
T
PA
R
C
E
L
2
5
2
297
0
H
A
W
K
R
I
D
G
E
R
D
N
W
SNY
D
E
R
A
A
R
O
N
M
PARCEL 25116201 TAHINKA P
L
N
W
PORTER ERIC
PARCEL 23016202 TAHINKA PL NWMCCLURE DANIEL J
PARCEL 22
1
16196 VIS
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
BECHTHO
L
D
T
R
A
V
I
S
PARCEL
2
2
8
16197 VIS
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
ZECK JO
S
E
P
H
J
PARCEL 25016183 TAHINKA PL NWMONTAG TREVOUR J
PARCEL 23116180 TAHINKA PL NWTHEIS ADAM R
PARCEL 222
16184 VISIONARY HEIGHTS CIR NW
BERGNER JESSE T
PARCEL 24916167 TAHINKA PL NWFERIN BRIAN J
PARCEL 23216164 TAHINKA PL NWPURFEERST BENNETT P & WOODCOCK KATE EPA
R
C
E
L
2
2
3
161
7
8
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
JAC
O
B
J
A
M
E
S
V
PARC
E
L
2
2
6
1617
9
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
FORD
A
H
L
P
A
U
L
D
PA
R
C
E
L
2
2
4
16
1
7
5
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
SV
E
L
A
J
A
S
O
N
W
PAR
C
E
L
2
2
5
161
7
7
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
JAC
O
B
U
S
R
Y
A
N
K
E
I
T
H
PARCEL 23316150 TAHINKA PL NWHUBLE THEODORE J
PARCEL 24716135 TAHINKA PL NWMOORE NATHANIEL
PARCEL 23416132 TAHINKA PL NWALLWINE TRICIA L
PARCEL 246
16117 TAHINKA PL NW
RAADT JEREMY
PARCEL 23516811 TAHINKA PL NW
JACOBS RYAN A
PARCEL 24516101 TAHINKA PL NW
DAUER CRAIG W & ANNE E
PARCEL 236
16100 TAHINKA PL NW
MARTINEK RICHARD J
PARCEL 24416093 TAHINKA PL NWBLATTNER CRAIG E
PARCEL 23716082 TAHINKA PL NWMARTIN SHAWN
PARCEL 24316069 TAHINKA PLACE NW
CARR MICHAEL R
PARCEL 24216057 TAHINKA PL NWLUND DAVID K
PARCEL 2
3
916046 TA
H
I
N
K
A
P
L
N
W
SCHRAN
K
G
E
R
A
L
D
D
&
T
H
E
R
E
S
A
M
PARCEL 24016037 TAHINKA PL NWSACHS DONALD J
PARCEL
2
4
1
16041 T
A
H
I
N
K
A
P
L
N
W
NOWAK
P
A
U
L
J
PA
R
C
E
L
2
5
4
PR
I
O
R
L
A
K
E
,
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PARCEL 2
2
7
16185 VIS
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
LEE JAMES
A
PARCEL 24816153 TAHINKA PL NWTUY JONATHAN
PARCEL 238
16064 TAHINK
A
P
L
N
W
DAMMANN PAU
L
R
PAR
C
E
L
20
0
4
A
V
E
W
SCO
T
T
C
O
U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PARCEL 202
2788 HAWK RIDGE R
D
N
W
BORDENAVE BETH
PARCEL 2032790 HAWK RIDGE RD NWCONNIFF KEVIN
PARCEL 2042792 HAWK RIDGE RD NW
BROWN DANIEL J
PARCEL 205
2794 HAWK RIDGE RD NWJAMES L & CHRISTINE M TAGGART TRUST
PARCEL 2062796 HAWK RIDGE RD NWKNUTSON MAGGIE & KNUTSON DANIEL
PARCEL 207
2798 HAWK RIDGE RD NW
VITULLI AMY & VITULLI ANTHONY
PARCEL 208
2800 HAWK RIDGE RD NW
HANZEL DAVID P & SUZANNAH M
PARCEL 2092802 HAWK RIDGE RD NW
DEAN JOHN B
PARCEL 2102804 HAWK RIDGE
R
D
N
W
SHOWER DANIEL E
PARCEL 21
12806 HAWK
R
I
D
G
E
R
D
N
W
HOLDEN
D
A
L
E
PARCE
L
2
1
2
2808 HA
W
K
R
I
D
G
E
R
D
N
W
PAVELI
C
H
J
E
F
F
R
E
Y
A
PA
R
C
E
L
20
0
4
A
V
E
W
SC
O
T
T
C
O
U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PARCEL 19616445 KNOLLRIDGE CT NWBECKER JENNIFER
PA
R
C
E
L
1
8
7
16
4
7
9
H
A
W
K
R
I
D
G
E
C
T
SIR
E
K
A
M
B
E
R
J
PA
R
C
E
L
1
8
9
16
4
7
5
H
A
W
K
R
I
D
G
E
R
D
N
W
LU
S
K
E
Y
D
A
V
I
D
M
&
S
U
S
A
N
M
PARCEL 18616481 HAWK RIDGE CT NW
LOFFHAGEN ADAM G
PA
R
C
E
L
1
9
0
164
7
1
H
A
W
K
R
I
D
G
E
C
T
N
W
PU
S
K
A
R
I
C
H
K
A
T
I
E
PARCEL 19716451 KNOLLRIDGE CT NWWILLIAMS GARY L
PA
R
C
E
L
1
9
5
16
4
3
7
K
N
O
L
L
R
I
D
G
E
C
T
N
W
PA
L
M
E
R
W
I
L
L
I
A
M
PAR
C
E
L
1
9
1
164
6
7
H
A
W
K
R
I
D
G
E
C
T
N
W
ZHD
A
N
K
I
N
V
A
S
I
L
I
V
PA
R
C
E
L
1
8
5
16
4
8
5
H
A
W
K
R
I
D
G
E
C
T
N
W
WE
B
E
R
A
D
A
M
PAR
C
E
L
1
9
2
1646
3
H
A
W
K
R
I
D
G
E
C
T
N
W
WEN
D
L
E
R
T
R
E
N
T
D
PA
R
C
E
L
1
9
4
164
2
9
K
N
O
L
L
R
I
D
G
E
C
T
N
W
BA
R
B
E
R
A
J
A
C
E
A
U
S
T
I
N
&
BA
R
B
E
R
A
S
A
R
A
H
L
O
U
I
S
E
PA
R
C
E
L
1
9
3
164
2
1
K
N
O
L
L
R
I
D
G
E
C
T
N
W
GA
R
Y
M
N
E
W
H
A
R
D
&
AM
A
N
D
A
A
N
E
W
H
A
R
D
T
R
U
S
T
PARCE
L
1
8
1
16474
H
A
W
K
R
I
D
G
E
C
T
N
W
LEE M
A
R
S
H
A
L
L
PARCEL 19816444 KNOLLRIDGE CT NW
KROL KIMBERLY SUSAN
P
A
R
C
E
L
1
9
9
16
4
3
6
K
N
O
L
L
R
I
D
G
E
C
T
N
E
RO
G
G
O
W
A
L
B
E
R
T
PAR
C
E
L
1
8
4
164
8
8
H
A
W
K
R
I
D
G
E
C
T
N
W
ME
Y
E
R
S
E
A
N
PARCEL 18316484 HAWK RIDGE CT NWPRUSE DAVID S
PARCE
L
1
8
2
16480
H
A
W
K
R
I
D
G
E
C
T
N
W
HOSC
H
E
I
T
A
D
A
M
N
PA
R
C
E
L
1
8
0
16
4
6
2
H
A
W
K
R
I
D
G
E
C
T
N
W
WO
Y
A
K
L
O
U
I
S
C
PA
R
C
E
L
2
0
0
16
4
2
8
K
N
O
L
L
R
I
D
G
E
C
T
N
W
CO
T
T
E
R
D
A
V
I
D
M
A
U
R
I
C
E
PA
R
C
E
L
1
7
9
28
5
9
K
N
O
L
L
R
I
D
G
E
D
R
N
W
RE
E
T
Z
D
A
N
A
PA
R
C
E
L
2
0
1
16
4
2
0
K
N
O
L
L
R
I
D
G
E
C
T
N
W
NE
L
S
O
N
M
O
N
I
C
A
L
PA
R
C
E
L
1
7
8
28
7
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
KO
K
O
S
C
H
K
E
S
C
O
T
T
PA
R
C
E
L
1
7
2
296
7
K
N
O
L
L
R
I
D
G
E
D
R
N
W
WO
Z
N
E
Y
W
I
L
L
I
A
M
J
PA
R
C
E
L
1
7
3
295
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
MC
C
A
R
T
H
Y
J
E
F
F
R
E
Y
D
PA
R
C
E
L
1
7
7
28
8
5
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SM
I
T
H
D
U
S
T
I
N
PA
R
C
E
L
1
7
1
29
7
9
K
N
O
L
L
R
I
D
G
E
D
R
FU
R
U
S
E
H
T
R
U
S
T
PA
R
C
E
L
1
7
4
29
3
5
K
N
O
L
L
R
I
D
G
E
D
R
N
W
HA
R
T
M
A
N
N
E
R
I
C
J
PA
R
C
E
L
1
7
5
292
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
NE
I
S
T
J
E
N
N
I
F
E
R
PA
R
C
E
L
1
7
6
29
0
3
K
N
O
L
L
R
I
D
G
E
D
R
N
W
NO
B
L
E
C
H
A
R
L
E
S
E
PAR
C
E
L
9
165
5
3
N
O
R
T
H
W
O
O
D
R
D
N
W
EQ
U
I
T
Y
H
O
L
D
I
N
G
S
I
I
L
L
C
PAR
C
E
L
7
165
7
1
N
O
R
T
H
W
O
O
D
R
D
N
W
DU
P
O
N
T
D
O
N
N
A
PA
R
C
E
L
6
16
5
8
7
N
O
R
T
H
W
O
O
D
R
D
N
W
MO
R
G
E
N
S
T
E
R
N
F
R
E
D
E
R
I
C
K
&
KEN
D
R
A
&
C
/
O
M
O
L
I
T
O
R
&
A
S
S
PAR
C
E
L
1
0
312
1
B
U
T
T
E
R
N
U
T
C
I
R
N
W
ELL
I
A
S
O
N
J
A
M
E
S
D
PARC
E
L
1
2
3155
B
U
T
T
E
R
N
U
T
C
I
R
N
W
MADS
O
N
R
O
G
E
R
L
&
B
E
T
H
A
L
E
M
I
E
U
X
-
M
A
D
S
O
N
PA
R
C
E
L
4
16
6
3
3
N
O
R
T
H
W
O
O
D
R
D
N
W
STA
R
K
T
I
M
O
T
H
Y
PARC
E
L
3
6
16525
N
O
R
T
H
W
O
O
D
R
D
N
W
HENN
E
N
L
A
W
R
E
N
C
E
&
M
A
R
Y
E
L
A
I
N
E
PARC
E
L
3
5
16525
N
O
R
T
H
W
O
O
D
R
D
N
W
HENN
E
N
L
A
W
R
E
N
C
E
&
M
A
R
Y
E
L
A
I
N
E
PARC
E
L
3
4
3124 B
U
T
T
E
R
N
U
T
C
I
R
N
W
SEEH
U
S
E
N
C
L
I
N
T
&
S
E
E
H
U
S
E
N
A
M
Y
PARC
E
L
3
3
3130 B
U
T
T
E
R
N
U
T
C
I
R
N
W
MATTS
O
N
J
A
M
E
S
PARC
E
L
3
2
3140 B
U
T
T
E
R
N
U
T
C
I
R
N
W
HAWK
I
N
S
J
A
N
P
&
H
A
W
K
I
N
S
J
O
H
N
D
PARC
E
L
3
1
3152 B
U
T
T
E
R
N
U
T
C
I
R
N
W
SILVE
R
N
A
G
E
L
S
C
O
T
T
L
PARC
E
L
3
0
3158 B
U
T
T
E
R
N
U
T
C
I
R
N
W
SCHW
A
R
Z
J
O
S
E
P
H
W
I
L
L
I
A
M
PARC
E
L
2
9
3162
B
U
T
T
E
R
N
U
T
C
I
R
N
W
THOM
P
S
O
N
P
A
T
R
I
C
K
J
PARC
E
L
2
7
3174
B
U
T
T
E
R
N
U
T
C
I
R
N
W
HAWK
I
N
S
O
N
D
A
V
I
D
&
H
A
W
K
I
N
S
O
N
J
A
N
E
L
L
E
PARC
E
L
2
6
3180
B
U
T
T
E
R
N
U
T
C
I
R
N
W
BAYS
I
N
G
E
R
L
A
R
R
Y
A
&
M
A
R
S
H
A
D
PARCE
L
2
5
3186 BU
T
T
E
R
N
U
T
C
I
R
N
W
CONZE
M
I
U
S
D
A
N
I
E
L
J
O
S
E
P
H
PARCEL 24
3192 BUTTERNU
T
C
I
R
N
W
DOUGLAS PAUL
E
&
D
O
U
G
L
A
S
T
R
A
C
E
Y
A
PARCEL 233198 BUTTERNUT CIR NWO'NEILL KEVIN F & MARY P LAPE
PARC
E
L
1
3
3171
B
U
T
T
E
R
N
U
T
C
I
R
N
W
FRAN
K
S
M
I
C
H
A
E
L
J
PARC
E
L
2
8
3168
B
U
T
T
E
R
N
U
T
C
I
R
N
W
LEWI
S
L
I
S
A
M
PAR
C
E
L
5
166
0
5
N
O
R
T
H
W
O
O
D
R
D
N
W
STE
N
S
O
N
G
A
R
Y
R
PAR
C
E
L
1
1
313
3
B
U
T
T
E
R
N
U
T
C
I
R
N
W
TRA
C
Y
M
P
I
R
N
I
E
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
0
2
16
0
1
5
N
O
R
T
H
W
O
O
D
R
D
N
W
VIG
K
R
I
S
T
I
N
PA
R
C
E
L
1
0
3
160
1
3
N
O
R
T
H
W
O
O
D
R
D
N
W
T
H
I
B
A
U
L
T
M
I
C
H
A
E
L
D
&
R
H
O
N
D
A
L
T
H
I
B
A
U
L
T
PARCEL 6116255 NORTHWO
O
D
R
D
N
W
WALVIUS SUSAN
K
PA
R
C
E
L
1
8
32
1
7
B
U
T
T
E
R
N
U
T
C
I
R
N
W
RU
N
N
I
N
G
D
A
R
C
Y
J
&
M
A
R
Y
A
N
N
E
G
PARCE
L
5
2
16427
N
O
R
T
H
W
O
O
D
R
D
N
W
SMITH
L
A
N
C
E
E
PARCE
L
5
3
16407
N
O
R
T
H
W
O
O
D
R
D
N
W
SUE E
C
O
O
K
E
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
7
0
30
2
7
K
N
O
L
L
R
I
D
G
E
D
R
LA
R
S
O
N
K
U
R
T
A
PA
R
C
E
L
8
16
5
6
5
N
O
R
T
H
W
O
O
D
R
D
N
W
EQ
U
I
T
Y
H
O
L
D
I
N
G
S
I
L
L
C
PARCEL
16154 M
A
I
N
A
V
E
S
E
S
T
E
1
1
0
-
D
WENSMA
N
N
R
E
A
L
T
Y
PARCEL
3
2
9
3358 GLY
N
W
A
T
E
R
T
R
L
N
W
PRIOR LAK
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PAR
C
E
L
4
4
1
303
7
H
A
W
K
R
I
D
G
E
R
D
N
W
BR
U
D
E
V
O
L
D
M
E
L
A
N
I
E
A
&
A
N
D
R
E
W
L
PA
R
C
E
L
3
8
4
30
3
2
K
N
O
L
L
R
I
D
G
E
D
R
N
W
MA
N
F
R
E
D
J
A
M
E
S
R
&
A
M
B
E
R
R
PAR
C
E
L
3
8
3
30
4
6
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SEM
E
N
E
N
K
O
N
A
T
A
L
Y
A
D
&
I
G
O
R
PA
R
C
E
L
3
8
2
30
6
0
K
N
O
L
L
R
I
D
G
E
D
R
N
W
RY
B
A
T
H
O
M
A
S
J
O
H
N
J
R
PARCEL 449
3057 VIEWCREST CIR NW
MARCHESSAULT TOM
PARCEL 4483043 VIEWCREST CIR NWSTROMMEN ERLING P & NORMA J
PARCEL 447
3029 VIEWCREST CIR NW
HOLTAN JAMES R JR & SHARI L
PARCEL 4463032 VIEWCREST CIR NW
HEGER DOUGLAS P & KALA L
PARCEL 4453046 VIEWCREST CIRMALLEY JASON J
PARCEL 4443058 VIEWCREST CIR NWHENNY CHRISTOPHER J
PAR
C
E
L
4
4
3
306
1
H
A
W
K
R
I
D
G
E
R
D
LY
N
C
H
M
A
R
G
A
R
E
T
M
A
R
Y
PA
R
C
E
L
4
4
2
304
9
H
A
W
K
R
I
D
G
E
R
D
N
W
HAA
G
E
N
S
E
N
M
I
C
H
A
E
L
PAR
C
E
L
4
4
0
302
5
H
A
W
K
R
I
D
G
E
R
D
N
W
KAT
Z
M
A
R
E
K
G
A
R
Y
&
N
O
U
PAR
C
E
L
4
2
4
163
2
2
T
A
H
I
N
K
A
C
T
N
W
MILL
E
R
R
O
N
N
I
E
PA
R
C
E
L
4
2
5
163
2
5
T
A
H
I
N
K
A
C
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PARCEL 422
16310 TAHINKA CT NW
SCHELLER DAVID P
PA
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163
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16304
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16
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16
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162
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3
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2831
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PARCEL 43216265 TAHINK
A
C
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N
W
CARLSON BENJA
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PA
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L
4
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2837
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PARCEL 43316257 TAHINKA CT
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PARCEL 41516254 TAHINK
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PARCEL 43416241 TAHINK
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4
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PARCEL 3972793 HAWK RIDGE RD NW
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PARCEL 3982795 HAWK RIDGE RD NWWONG MICHAEL
PARCEL3992797 HAWK RIDGE RD NWGRAF ANDREW
PARCEL 4004646 DAKOTA ST SEPRIOR LAKE CITY OF & CITY MANAGER
PARCEL 401
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C
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U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PA
R
C
E
L
1
6
7
CIT
Y
O
F
P
R
I
O
R
L
A
K
E
PARCEL 196
16445 KNOLLRIDGE CT NW
BECKER JENNIFER
PA
R
C
E
L
1
8
7
16
4
7
9
H
A
W
K
R
I
D
G
E
C
T
SI
R
E
K
A
M
B
E
R
J
PA
R
C
E
L
1
8
9
16
4
7
5
H
A
W
K
R
I
D
G
E
R
D
N
W
LU
S
K
E
Y
D
A
V
I
D
M
&
S
U
S
A
N
M
PARCEL 186
16481 HAWK RIDGE CT NW
LOFFHAGEN ADAM G
PA
R
C
E
L
1
9
0
16
4
7
1
H
A
W
K
R
I
D
G
E
C
T
N
W
PU
S
K
A
R
I
C
H
K
A
T
I
E
PARCEL 197
16451 KNOLLRIDGE CT NW
WILLIAMS GARY L
P
A
R
C
E
L
1
9
5
1
6
4
3
7
K
N
O
L
L
R
I
D
G
E
C
T
N
W
P
A
L
M
E
R
W
I
L
L
I
A
M
PA
R
C
E
L
1
9
1
16
4
6
7
H
A
W
K
R
I
D
G
E
C
T
N
W
ZH
D
A
N
K
I
N
V
A
S
I
L
I
V
PA
R
C
E
L
1
8
5
16
4
8
5
H
A
W
K
R
I
D
G
E
C
T
N
W
WE
B
E
R
A
D
A
M
PA
R
C
E
L
1
9
2
164
6
3
H
A
W
K
R
I
D
G
E
C
T
N
W
WE
N
D
L
E
R
T
R
E
N
T
D
P
A
R
C
E
L
1
9
4
1
6
4
2
9
K
N
O
L
L
R
I
D
G
E
C
T
N
W
B
A
R
B
E
R
A
J
A
C
E
A
U
S
T
I
N
&
B
A
R
B
E
R
A
S
A
R
A
H
L
O
U
I
S
E
P
A
R
C
E
L
1
9
3
1
6
4
2
1
K
N
O
L
L
R
I
D
G
E
C
T
N
W
G
A
R
Y
M
N
E
W
H
A
R
D
&
A
M
A
N
D
A
A
N
E
W
H
A
R
D
T
R
U
S
T
PAR
C
E
L
1
8
1
1647
4
H
A
W
K
R
I
D
G
E
C
T
N
W
LEE
M
A
R
S
H
A
L
L
PARCEL 198
16444 KNOLLRIDGE CT NW
KROL KIMBERLY SUSAN
PA
R
C
E
L
1
8
4
16
4
8
8
H
A
W
K
R
I
D
G
E
C
T
N
W
ME
Y
E
R
S
E
A
N
PA
R
C
E
L
9
16
5
5
3
N
O
R
T
H
W
O
O
D
R
D
N
W
EQ
U
I
T
Y
H
O
L
D
I
N
G
S
I
I
L
L
C
PA
R
C
E
L
7
16
5
7
1
N
O
R
T
H
W
O
O
D
R
D
N
W
DU
P
O
N
T
D
O
N
N
A
PA
R
C
E
L
6
16
5
8
7
N
O
R
T
H
W
O
O
D
R
D
N
W
MO
R
G
E
N
S
T
E
R
N
F
R
E
D
E
R
I
C
K
&
KE
N
D
R
A
&
C
/
O
M
O
L
I
T
O
R
&
A
S
S
PA
R
C
E
L
1
0
31
2
1
B
U
T
T
E
R
N
U
T
C
I
R
N
W
EL
L
I
A
S
O
N
J
A
M
E
S
D
PAR
C
E
L
1
2
315
5
B
U
T
T
E
R
N
U
T
C
I
R
N
W
MAD
S
O
N
R
O
G
E
R
L
&
B
E
T
H
A
L
E
M
I
E
U
X
-
M
A
D
S
O
N
PA
R
C
E
L
4
16
6
3
3
N
O
R
T
H
W
O
O
D
R
D
N
W
ST
A
R
K
T
I
M
O
T
H
Y
PAR
C
E
L
3
6
1652
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HEN
N
E
N
L
A
W
R
E
N
C
E
&
M
A
R
Y
E
L
A
I
N
E
PAR
C
E
L
3
5
165
2
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HEN
N
E
N
L
A
W
R
E
N
C
E
&
M
A
R
Y
E
L
A
I
N
E
PAR
C
E
L
3
4
3124
B
U
T
T
E
R
N
U
T
C
I
R
N
W
SEE
H
U
S
E
N
C
L
I
N
T
&
S
E
E
H
U
S
E
N
A
M
Y
PAR
C
E
L
3
3
3130
B
U
T
T
E
R
N
U
T
C
I
R
N
W
MAT
T
S
O
N
J
A
M
E
S
PAR
C
E
L
3
2
3140
B
U
T
T
E
R
N
U
T
C
I
R
N
W
HAW
K
I
N
S
J
A
N
P
&
H
A
W
K
I
N
S
J
O
H
N
D
PAR
C
E
L
3
1
3152
B
U
T
T
E
R
N
U
T
C
I
R
N
W
SILV
E
R
N
A
G
E
L
S
C
O
T
T
L
PAR
C
E
L
3
0
3158
B
U
T
T
E
R
N
U
T
C
I
R
N
W
SCH
W
A
R
Z
J
O
S
E
P
H
W
I
L
L
I
A
M
PAR
C
E
L
2
9
3162
B
U
T
T
E
R
N
U
T
C
I
R
N
W
THO
M
P
S
O
N
P
A
T
R
I
C
K
J
PAR
C
E
L
2
7
3174
B
U
T
T
E
R
N
U
T
C
I
R
N
W
HAW
K
I
N
S
O
N
D
A
V
I
D
&
H
A
W
K
I
N
S
O
N
J
A
N
E
L
L
E
PAR
C
E
L
2
6
3180
B
U
T
T
E
R
N
U
T
C
I
R
N
W
BAY
S
I
N
G
E
R
L
A
R
R
Y
A
&
M
A
R
S
H
A
D
PARC
E
L
2
5
3186
B
U
T
T
E
R
N
U
T
C
I
R
N
W
CONZ
E
M
I
U
S
D
A
N
I
E
L
J
O
S
E
P
H
PARCEL 24
3192 BUTTE
R
N
U
T
C
I
R
N
W
DOUGLAS P
A
U
L
E
&
D
O
U
G
L
A
S
T
R
A
C
E
Y
A
PARCEL 23
3198 BUTTERNUT CIR NW
O'NEILL KEVIN F & MARY P LAPE
PAR
C
E
L
1
3
317
1
B
U
T
T
E
R
N
U
T
C
I
R
N
W
FRA
N
K
S
M
I
C
H
A
E
L
J
PAR
C
E
L
2
8
3168
B
U
T
T
E
R
N
U
T
C
I
R
N
W
LEW
I
S
L
I
S
A
M
PA
R
C
E
L
5
16
6
0
5
N
O
R
T
H
W
O
O
D
R
D
N
W
ST
E
N
S
O
N
G
A
R
Y
R
PA
R
C
E
L
1
1
313
3
B
U
T
T
E
R
N
U
T
C
I
R
N
W
TR
A
C
Y
M
P
I
R
N
I
E
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
1
8
3
2
1
7
B
U
T
T
E
R
N
U
T
C
I
R
N
W
R
U
N
N
I
N
G
D
A
R
C
Y
J
&
M
A
R
Y
A
N
N
E
G
PA
R
C
E
L
8
16
5
6
5
N
O
R
T
H
W
O
O
D
R
D
N
W
EQ
U
I
T
Y
H
O
L
D
I
N
G
S
I
L
L
C
H:
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P
L
A
K
\
2
4
X
1
3
5
8
2
9
0
0
0
\
C
A
D
\
C
3
D
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F
I
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R
-
1
3
5
8
2
9
-
A
S
S
E
S
S
M
E
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B
E
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E
F
I
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A
P
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A
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.
d
w
g
8/
4
/
2
0
2
5
1
1
:
0
4
:
4
4
A
M
R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 15: Assessable Parcels Map
August 2025
FEETSCALE
0 100 200
HORZ.
R
SPRI
N
G
L
A
K
E
R
D
S
W
C
E
N
T
E
R
R
D
S
W
NORTH
W
O
O
D
R
D
N
W
B
U
T
T
E
R
N
U
T
C
I
R
N
W
HAWK RIDGE CT NW
LEGEND
STREET PROJECT AREA
2027 RECONSTRUCTION
ASSESSABLE PROPERTY
MILL & OVERLAY
ASSESSABLE PROPERTY
RECLAMATION
ASSESSABLE PROPERTY
2026 RECONSTRUCTION
ASSESSABLE PROPERTY
2028 RECONSTRUCTION
ASSESSABLE PROPERTY
PA
R
C
E
L
4
2
31
7
5
L
I
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D
E
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C
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W
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PA
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4
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314
7
L
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BAR
R
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D
T
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A
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V
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G
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A
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C
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4
3
3
1
8
9
L
I
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D
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C
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W
S
O
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B
U
R
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P
A
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L
P
A
R
C
E
L
4
4
3
2
0
1
L
I
N
D
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N
C
I
R
N
W
R
A
U
L
A
N
D
A
L
L
Y
S
O
N
R
E
H
N
B
O
R
G
T
R
U
S
T
PAR
C
E
L
4
8
3198
L
I
N
D
E
N
C
I
R
N
W
BEM
A
N
B
R
I
A
N
D
PA
R
C
E
L
4
9
31
8
6
L
I
N
D
E
N
C
I
R
N
W
BA
I
R
B
R
E
N
T
O
PA
R
C
E
L
5
0
316
2
L
I
N
D
E
N
C
I
R
N
W
SU
T
L
I
F
F
D
E
A
N
N
PAR
C
E
L
5
1
312
4
L
I
N
D
E
N
C
I
R
N
W
MAR
Y
E
L
I
N
D
S
T
R
O
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R
E
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O
C
A
B
L
E
T
R
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T
A
G
R
E
E
M
E
N
T
P
A
R
C
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L
7
1
1
6
1
1
9
N
O
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T
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W
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A
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PAR
C
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4
5
320
9
L
I
N
D
E
N
C
I
R
N
W
WEL
C
H
W
I
L
L
I
A
M
I
I
I
PARC
E
L
4
6
3221
L
I
N
D
E
N
C
I
R
N
W
LEWI
S
T
H
E
R
E
S
A
L
PARC
E
L
4
7
3220
L
I
N
D
E
N
C
I
R
N
W
WILFO
N
D
R
I
C
H
A
R
D
L
&
C
H
E
R
Y
L
M
320
9
L
I
N
D
E
N
C
I
R
N
W
WEL
C
H
W
I
L
L
I
A
M
I
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PA
R
C
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L
4
1
31
7
1
L
I
N
D
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C
I
R
N
W
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W
S
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A
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L
E
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46
4
6
D
A
K
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T
A
S
T
S
E
CI
T
Y
O
F
P
R
I
O
R
L
A
K
E
4646 D
A
K
O
T
A
S
T
S
E
PRIOR
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PAR
C
E
L
3
7
1651
1
N
O
R
T
H
W
O
O
D
R
D
N
W
LAR
S
O
N
P
A
U
L
S
&
L
A
R
S
O
N
A
M
Y
G
PAR
C
E
L
3
8
1649
9
N
O
R
T
H
W
O
O
D
R
D
N
W
ZOS
C
H
K
E
C
R
A
I
G
PA
R
C
E
L
3
9
164
7
1
N
O
R
T
H
W
O
O
D
R
D
CH
A
P
M
A
N
G
R
E
G
O
R
Y
&
C
H
A
P
M
A
N
D
A
N
I
E
L
L
E
PARCEL 54
16383 NORTHWOOD RD NW
JONES SARAH J
PARCEL 55
16361 NORTHWO
O
D
R
D
N
W
REVAK MARILYN
C
PARCEL 5
616337 NO
R
T
H
W
O
O
D
R
D
N
W
TETZLOFF
P
A
U
L
A
J
&
J
O
H
N
L
PARCEL 5816313 NORT
H
W
O
O
D
R
D
N
W
LEHNERT M
A
R
K
E
PARCEL 5716327 NO
R
T
H
W
O
O
D
R
D
N
W
PETSCHL J
E
F
F
R
E
Y
&
T
R
A
C
I
PARCEL 5916285 NORT
H
W
O
O
D
R
D
N
W
STUART & L
U
C
I
A
L
T
M
A
N
T
R
U
S
T
PARCEL 6016273 NORT
H
W
O
O
D
R
D
N
W
ANDERSEN
C
R
A
I
G
A
&
J
O
D
Y
PARC
E
L
6
3
16231
N
O
R
T
H
W
O
O
D
R
D
N
W
PAULA
F
C
O
U
L
T
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PARCEL 6216245 NORT
H
W
O
O
D
R
D
N
W
ATKINS JOS
H
U
A
C
A
L
L
PAR
C
E
L
6
4
1618
7
N
O
R
T
H
W
O
O
D
R
D
N
W
ROE
S
N
E
R
M
A
R
K
R
P
A
R
C
E
L
6
5
1
6
1
7
5
N
O
R
T
H
W
O
O
D
R
D
N
W
G
E
R
G
E
N
M
A
R
K
M
P
A
R
C
E
L
6
6
1
6
1
6
3
N
O
R
T
H
W
O
O
D
R
D
N
W
H
O
L
D
E
N
T
E
R
R
Y
L
P
A
R
C
E
L
6
7
1
6
1
5
3
N
O
R
T
H
W
O
O
D
R
D
B
O
R
R
E
L
L
C
H
A
R
L
E
S
P
A
R
C
E
L
6
8
1
6
1
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
R
I
V
E
R
A
J
A
S
O
N
D
P
A
R
C
E
L
6
9
1
6
1
3
9
N
O
R
T
H
W
O
O
D
R
D
N
W
P
A
U
L
M
C
H
A
V
E
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
&
K
R
I
S
T
E
N
D
G
O
E
D
E
R
T
P
A
R
C
E
L
7
0
1
6
1
2
9
N
O
R
T
H
W
O
O
D
R
D
N
W
M
O
E
N
S
C
O
T
T
PA
R
C
E
L
1
6
9
30
4
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SP
L
E
T
T
S
T
O
E
S
E
R
G
R
E
G
O
R
Y
M
PARCEL 168
3055 KNOLLRIDGE
D
R
N
W
NOTERMANN DEBO
R
A
H
L
PA
R
C
E
L
2
5
5
30
2
2
H
A
W
K
R
I
D
G
E
R
D
N
W
MU
R
R
T
O
D
D
E
&
T
A
M
A
R
A
PA
R
C
E
L
2
5
6
303
4
H
A
W
K
R
I
D
G
E
R
D
N
W
ME
I
B
O
B
PA
R
C
E
L
2
5
7
30
4
6
H
A
W
K
R
I
D
G
E
R
D
N
W
GR
E
B
E
N
Y
U
K
Y
E
V
G
E
N
I
Y
PARC
E
L
2
5
8
3058 H
A
W
K
R
I
D
G
E
R
D
N
W
ANDR
E
W
S
&
S
H
A
R
O
N
A
S
B
U
R
K
E
T
R
U
S
T
PA
R
C
E
L
2
5
9
309
1
L
A
K
E
H
A
V
E
N
C
T
N
W
KO
E
H
L
E
R
A
N
D
R
E
W
I
&
R
E
B
E
C
C
A
S
PA
R
C
E
L
2
6
0
307
7
L
A
K
E
H
A
V
E
N
C
T
N
W
MIL
L
E
R
D
A
V
I
D
J
&
N
I
C
O
L
E
PA
R
C
E
L
2
6
1
306
5
L
A
K
E
H
A
V
E
N
C
T
N
W
PEL
L
E
R
K
A
R
E
N
L
&
M
A
R
K
J
PAR
C
E
L
2
6
2
303
7
L
A
K
E
H
A
V
E
N
C
T
N
W
AND
E
R
S
O
N
L
A
W
R
E
N
C
E
M
&
P
A
M
E
L
A
K
PAR
C
E
L
2
6
7
309
8
L
A
K
E
H
A
V
E
N
C
T
N
W
RAY
M
O
N
D
C
R
A
I
G
A
L
L
A
N
PA
R
C
E
L
1
6
7
CIT
Y
O
F
P
R
I
O
R
L
A
K
E
PA
R
C
E
L
2
1
3
281
0
H
A
W
K
R
I
D
G
E
R
D
N
W
CH
A
R
L
E
S
A
N
D
M
I
C
H
E
L
E
M
C
F
A
L
L
T
R
U
S
T
PA
R
C
E
L
2
1
4
28
2
2
H
A
W
K
R
I
D
G
E
R
D
N
W
S
C
H
L
I
C
H
T
M
A
N
N
B
E
N
J
A
M
I
N
W
I
L
L
I
A
M
P
A
R
C
E
L
2
1
5
28
2
8
H
A
W
K
R
I
D
G
E
R
D
N
W
G
R
O
E
S
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
2
1
6
2
8
3
6
H
A
W
K
R
I
D
G
E
R
D
N
W
H
A
U
T
M
A
N
B
R
A
D
E
N
J
A
M
E
S
PARCEL 217
2840 HAWK RIDGE RD NWD
E
M
I
N
V
I
T
A
L
Y
G
E
N
N
A
D
Y
E
V
I
C
H
PARC
E
L
2
1
9
1621
2
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
HELG
E
R
S
O
N
K
A
R
I
C
P
A
R
C
E
L
2
1
8
2
8
5
2
H
A
W
K
R
I
D
G
E
R
D
N
W
A
N
D
E
R
S
O
N
J
A
S
O
N
PA
R
C
E
L
2
5
3
29
7
6
H
A
W
K
R
I
D
G
E
R
D
N
W
PU
D
E
L
L
M
A
T
T
H
E
W
D
PARCE
L
2
2
0
16200 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
MARO T
H
E
O
D
O
R
E
B
PARCE
L
2
2
9
16211 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
BURNS
M
I
C
H
A
E
L
T
PA
R
C
E
L
2
5
2
29
7
0
H
A
W
K
R
I
D
G
E
R
D
N
W
SN
Y
D
E
R
A
A
R
O
N
M
PARCEL 251
16201 TAHIN
K
A
P
L
N
W
PORTER ERI
C
PARCEL 230
16202 TAHINKA PL NW
MCCLURE DANIEL J
PARCE
L
2
2
1
16196 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
BECHT
H
O
L
D
T
R
A
V
I
S
PARCE
L
2
2
8
16197
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
ZECK J
O
S
E
P
H
J
PARCEL 250
16183 TAHINKA PL NW
MONTAG TREVOUR J
PARCEL 231
16180 TAHINKA PL NW
THEIS ADAM R
PARCEL 222
16184 VISIONARY HEIGHTS CIR NW
BERGNER JESSE T
P
A
R
C
E
L
2
2
3
16
1
7
8
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
J
A
C
O
B
J
A
M
E
S
V
PAR
C
E
L
2
2
6
161
7
9
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
FOR
D
A
H
L
P
A
U
L
D
1
6
1
7
5
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
16
1
7
7
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
PA
R
C
E
L
2
5
4
PR
I
O
R
L
A
K
E
,
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PARCE
L
2
2
7
16185 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
LEE JA
M
E
S
A
PARCEL 202
2788 HAWK RI
D
G
E
R
D
N
W
BORDENAVE B
E
T
H
PARCEL 203
2790 HAWK RIDGE RD NW
CONNIFF KEVIN
PARCEL 204
2792 HAWK RIDGE RD NW
BROWN DANIEL J
PARCEL 205
2794 HAWK RIDGE RD NW
JAMES L & CHRISTINE M TAGGART TRUST
PARCEL 206
2796 HAWK RIDGE RD NW
KNUTSON MAGGIE & KNUTSON DANIEL
PARCEL 207
2798 HAWK RIDGE RD NW
VITULLI AMY & VITULLI ANTHONY
PARCEL 208
2800 HAWK RIDGE RD NW
HANZEL DAVID P & SUZANNAH M
PARCEL 209
2802 HAWK RIDGE RD NW
DEAN JOHN B
PARCEL 210
2804 HAWK RI
D
G
E
R
D
N
W
SHOWER DA
N
I
E
L
E
PARC
E
L
2
1
1
2806 H
A
W
K
R
I
D
G
E
R
D
N
W
HOLDE
N
D
A
L
E
PAR
C
E
L
2
1
2
2808
H
A
W
K
R
I
D
G
E
R
D
N
W
PAVE
L
I
C
H
J
E
F
F
R
E
Y
A
PA
R
C
E
L
20
0
4
A
V
E
W
SC
O
T
T
C
O
U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PARCEL 196
16445 KNOLLRIDGE CT NW
BECKER JENNIFER
PA
R
C
E
L
1
8
7
16
4
7
9
H
A
W
K
R
I
D
G
E
C
T
SI
R
E
K
A
M
B
E
R
J
PA
R
C
E
L
1
8
9
16
4
7
5
H
A
W
K
R
I
D
G
E
R
D
N
W
LU
S
K
E
Y
D
A
V
I
D
M
&
S
U
S
A
N
M
PARCEL 186
16481 HAWK RIDGE CT NW
LOFFHAGEN ADAM G
PA
R
C
E
L
1
9
0
16
4
7
1
H
A
W
K
R
I
D
G
E
C
T
N
W
PU
S
K
A
R
I
C
H
K
A
T
I
E
PARCEL 197
16451 KNOLLRIDGE CT NW
WILLIAMS GARY L
P
A
R
C
E
L
1
9
5
1
6
4
3
7
K
N
O
L
L
R
I
D
G
E
C
T
N
W
P
A
L
M
E
R
W
I
L
L
I
A
M
PA
R
C
E
L
1
9
1
16
4
6
7
H
A
W
K
R
I
D
G
E
C
T
N
W
ZH
D
A
N
K
I
N
V
A
S
I
L
I
V
PA
R
C
E
L
1
8
5
16
4
8
5
H
A
W
K
R
I
D
G
E
C
T
N
W
WE
B
E
R
A
D
A
M
PA
R
C
E
L
1
9
2
16
4
6
3
H
A
W
K
R
I
D
G
E
C
T
N
W
WE
N
D
L
E
R
T
R
E
N
T
D
P
A
R
C
E
L
1
9
4
1
6
4
2
9
K
N
O
L
L
R
I
D
G
E
C
T
N
W
B
A
R
B
E
R
A
J
A
C
E
A
U
S
T
I
N
&
B
A
R
B
E
R
A
S
A
R
A
H
L
O
U
I
S
E
P
A
R
C
E
L
1
9
3
1
6
4
2
1
K
N
O
L
L
R
I
D
G
E
C
T
N
W
G
A
R
Y
M
N
E
W
H
A
R
D
&
A
M
A
N
D
A
A
N
E
W
H
A
R
D
T
R
U
S
T
PAR
C
E
L
1
8
1
1647
4
H
A
W
K
R
I
D
G
E
C
T
N
W
LEE
M
A
R
S
H
A
L
L
PARCEL 198
16444 KNOLLRIDGE CT NW
KROL KIMBERLY SUSAN
P
A
R
C
E
L
1
9
9
1
6
4
3
6
K
N
O
L
L
R
I
D
G
E
C
T
N
E
R
O
G
G
O
W
A
L
B
E
R
T
PA
R
C
E
L
1
8
4
16
4
8
8
H
A
W
K
R
I
D
G
E
C
T
N
W
ME
Y
E
R
S
E
A
N
PARCEL 183
16484 HAWK RIDGE CT NW
PRUSE DAVID S
PAR
C
E
L
1
8
2
1648
0
H
A
W
K
R
I
D
G
E
C
T
N
W
HOS
C
H
E
I
T
A
D
A
M
N
P
A
R
C
E
L
1
8
0
1
6
4
6
2
H
A
W
K
R
I
D
G
E
C
T
N
W
W
O
Y
A
K
L
O
U
I
S
C
P
A
R
C
E
L
2
0
0
1
6
4
2
8
K
N
O
L
L
R
I
D
G
E
C
T
N
W
C
O
T
T
E
R
D
A
V
I
D
M
A
U
R
I
C
E
P
A
R
C
E
L
1
7
9
2
8
5
9
K
N
O
L
L
R
I
D
G
E
D
R
N
W
R
E
E
T
Z
D
A
N
A
P
A
R
C
E
L
2
0
1
1
6
4
2
0
K
N
O
L
L
R
I
D
G
E
C
T
N
W
N
E
L
S
O
N
M
O
N
I
C
A
L
P
A
R
C
E
L
1
7
8
2
8
7
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
K
O
K
O
S
C
H
K
E
S
C
O
T
T
PA
R
C
E
L
1
7
2
29
6
7
K
N
O
L
L
R
I
D
G
E
D
R
N
W
WO
Z
N
E
Y
W
I
L
L
I
A
M
J
PA
R
C
E
L
1
7
3
29
5
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
MC
C
A
R
T
H
Y
J
E
F
F
R
E
Y
D
P
A
R
C
E
L
1
7
7
2
8
8
5
K
N
O
L
L
R
I
D
G
E
D
R
N
W
S
M
I
T
H
D
U
S
T
I
N
PA
R
C
E
L
1
7
1
29
7
9
K
N
O
L
L
R
I
D
G
E
D
R
FU
R
U
S
E
H
T
R
U
S
T
PA
R
C
E
L
1
7
4
29
3
5
K
N
O
L
L
R
I
D
G
E
D
R
N
W
HA
R
T
M
A
N
N
E
R
I
C
J
PA
R
C
E
L
1
7
5
29
2
1
K
N
O
L
L
R
I
D
G
E
D
R
N
W
NE
I
S
T
J
E
N
N
I
F
E
R
PA
R
C
E
L
1
7
6
29
0
3
K
N
O
L
L
R
I
D
G
E
D
R
N
W
NO
B
L
E
C
H
A
R
L
E
S
E
1652
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HEN
N
E
N
L
A
W
R
E
N
C
E
&
M
A
R
Y
E
L
A
I
N
E
PARCEL 6116255 NORT
H
W
O
O
D
R
D
N
W
WALVIUS SU
S
A
N
K
PAR
C
E
L
5
2
1642
7
N
O
R
T
H
W
O
O
D
R
D
N
W
SMIT
H
L
A
N
C
E
E
PARC
E
L
5
3
1640
7
N
O
R
T
H
W
O
O
D
R
D
N
W
SUE
E
C
O
O
K
E
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
7
0
30
2
7
K
N
O
L
L
R
I
D
G
E
D
R
LA
R
S
O
N
K
U
R
T
A
PA
R
C
E
L
4
4
1
30
3
7
H
A
W
K
R
I
D
G
E
R
D
N
W
BR
U
D
E
V
O
L
D
M
E
L
A
N
I
E
A
&
A
N
D
R
E
W
L
PA
R
C
E
L
3
8
4
30
3
2
K
N
O
L
L
R
I
D
G
E
D
R
N
W
MA
N
F
R
E
D
J
A
M
E
S
R
&
A
M
B
E
R
R
PA
R
C
E
L
3
8
3
30
4
6
K
N
O
L
L
R
I
D
G
E
D
R
N
W
SE
M
E
N
E
N
K
O
N
A
T
A
L
Y
A
D
&
I
G
O
R
PA
R
C
E
L
3
8
2
30
6
0
K
N
O
L
L
R
I
D
G
E
D
R
N
W
RY
B
A
T
H
O
M
A
S
J
O
H
N
J
R
PARCEL 449
3057 VIEWCREST CIR NW
MARCHESSAULT TOM
PARCEL 448
3043 VIEWCREST CIR NW
STROMMEN ERLING P & NORMA J
PARCEL 447
3029 VIEWCREST CIR NW
HOLTAN JAMES R JR & SHARI L
PARCEL 446
3032 VIEWCREST CIR NW
HEGER DOUGLAS P & KALA L
PARCEL 445
3046 VIEWCREST CIR
MALLEY JASON J
PARCEL 444
3058 VIEWCREST CIR NW
HENNY CHRISTOPHER J
PA
R
C
E
L
4
4
3
30
6
1
H
A
W
K
R
I
D
G
E
R
D
LY
N
C
H
M
A
R
G
A
R
E
T
M
A
R
Y
PA
R
C
E
L
4
4
2
30
4
9
H
A
W
K
R
I
D
G
E
R
D
N
W
HA
A
G
E
N
S
E
N
M
I
C
H
A
E
L
PA
R
C
E
L
4
4
0
30
2
5
H
A
W
K
R
I
D
G
E
R
D
N
W
KA
T
Z
M
A
R
E
K
G
A
R
Y
&
N
O
U
PA
R
C
E
L
4
2
4
16
3
2
2
T
A
H
I
N
K
A
C
T
N
W
MIL
L
E
R
R
O
N
N
I
E
P
A
R
C
E
L
4
2
5
1
6
3
2
5
T
A
H
I
N
K
A
C
T
N
W
H
A
Y
N
E
S
C
H
R
I
S
T
O
P
H
E
R
K
E
N
N
E
T
H
PAR
C
E
L
4
2
3
1631
8
T
A
H
I
N
K
A
C
T
N
W
AND
E
R
S
O
N
T
A
D
A
P
A
R
C
E
L
4
2
6
1
6
3
1
7
T
A
H
I
N
K
A
P
L
L
E
H
O
N
G
&
D
U
N
G
C
A
O
PARCEL 422
16310 TAHINKA CT NW
SCHELLER DAVID P
P
A
R
C
E
L
4
2
7
1
6
3
0
3
T
A
H
I
N
K
A
C
T
N
W
K
L
A
M
M
K
E
N
N
E
T
H
A
&
R
O
C
H
E
L
L
E
L
P
A
R
C
E
L
4
2
8
1
6
2
9
1
T
A
H
I
N
K
A
C
T
N
W
W
E
I
R
I
C
H
E
R
I
C
A
PA
R
C
E
L
4
2
1
16
3
0
4
T
A
H
I
N
K
A
C
T
N
W
CH
A
U
H
A
N
D
I
L
L
O
N
P
A
R
C
E
L
4
2
9
1
6
2
8
5
T
A
H
I
N
K
A
C
T
N
W
B
E
N
N
E
T
T
R
O
B
E
R
T
P
A
R
C
E
L
4
2
0
1
6
2
9
6
T
A
H
I
N
K
A
C
T
N
W
D
A
V
I
D
S
O
N
E
R
I
N
&
D
A
V
I
D
S
O
N
J
A
C
O
B
P
A
R
C
E
L
4
3
0
1
6
2
8
1
T
A
H
I
N
K
A
C
T
N
W
H
U
A
N
G
L
I
A
N
G
P
A
R
C
E
L
4
1
9
1
6
2
9
2
T
A
H
I
N
K
A
C
T
N
W
F
R
I
T
Z
E
N
D
A
N
I
E
L
F
P
A
R
C
E
L
4
3
1
16
2
7
3
T
A
H
I
N
K
A
C
T
N
W
NY
S
T
R
O
M
M
A
R
K
P
A
R
C
E
L
4
0
6
28
3
1
H
A
W
K
R
I
D
G
E
R
D
N
W
S
O
N
N
E
N
B
U
R
G
J
O
S
H
U
A
P
P
A
R
C
E
L
4
1
8
1
6
2
8
8
T
A
H
I
N
K
A
C
T
N
W
C
O
R
D
E
L
L
E
V
A
N
PARCEL 43
2
16265 TAHI
N
K
A
C
T
N
W
CARLSON
B
E
N
J
A
M
I
N
P
A
R
C
E
L
4
1
7
1
6
2
8
0
T
A
H
I
N
K
A
C
T
N
W
S
C
H
R
O
B
I
L
G
E
N
D
E
S
I
R
E
E
P
A
R
C
E
L
4
0
7
28
3
7
H
A
W
K
R
I
D
G
E
R
D
N
W
F
R
I
S
T
E
D
T
R
A
V
I
S
G
P
A
R
C
E
L
4
1
6
1
6
2
6
8
T
A
H
I
N
K
A
C
T
N
W
M
E
B
R
A
H
T
U
Y
E
M
A
N
E
PARCEL 4
3
3
16257 TAHI
N
K
A
C
T
N
W
BEUC RAN
D
O
N
&
B
E
U
C
S
A
S
H
A
P
A
R
C
E
L
4
0
8
2
8
4
5
H
A
W
K
R
I
D
G
E
R
D
N
W
G
E
E
M
I
C
H
A
E
L
J
PARCEL 4
1
5
16254 TAH
I
N
K
A
C
T
N
W
ALDERMAN
J
A
S
O
N
J
PARCEL 4
3
4
16241 TAHI
N
K
A
C
T
N
W
GREGORY
C
O
R
T
PARCEL 439
4646 DAKOTA ST SE
PRIOR LAKE,CITY OF & CITY MANAGER
P
A
R
C
E
L
4
0
9
2
8
5
9
H
A
W
K
R
I
D
G
E
R
D
N
W
J
E
S
K
E
E
R
I
C
PA
R
C
E
L
4
3
8
29
8
3
H
A
W
K
R
I
D
G
E
R
D
N
W
ZA
P
P
A
S
A
M
U
E
L
PA
R
C
E
L
4
3
7
29
7
1
H
A
W
K
R
I
D
G
E
R
D
N
W
ED
L
U
N
D
J
E
N
N
I
F
E
R
K
PARCEL 4
1
4
16242 TAHI
N
K
A
C
T
N
W
ENFIELD J
E
S
S
I
C
A
P
A
R
C
E
L
4
1
0
2
8
6
7
H
A
W
K
R
I
D
G
E
R
D
N
W
F
A
H
L
E
R
S
T
E
V
E
N
PA
R
C
E
L
4
3
6
29
6
5
H
A
W
K
R
I
D
G
E
R
D
N
W
ME
E
T
H
O
M
A
S
A
R
T
H
U
R
I
I
I
P
A
R
C
E
L
4
1
1
2
8
7
3
H
A
W
K
R
I
D
G
E
R
D
N
W
P
A
R
K
E
R
B
R
E
N
N
A
L
PARCEL 4
3
5
16227 TAKI
N
K
A
C
T
N
W
VANN JOS
H
U
A
P
A
R
C
E
L
4
1
2
2
8
9
5
H
A
W
K
R
I
D
G
E
R
D
N
E
J
O
H
N
S
O
N
J
A
M
E
S
PARCEL 41
3
16230 TAHI
N
K
A
C
T
N
W
GUNNELL C
H
A
N
C
E
Y
PARCEL 396
2791 HAWK RIDGE RD NW
STANGLER JEFF
PARCEL 397
2793 HAWK RIDGE RD NW
KRANICH NEIL J II
PARCEL 398
2795 HAWK RIDGE RD NW
WONG MICHAEL
PARCEL399
2797 HAWK RIDGE RD NW
GRAF ANDREW
PARCEL 400
4646 DAKOTA ST SE
PRIOR LAKE CITY OF & CITY MANAGER
PARCEL 401
2799 HAWK RIDGE RD NW
WIENER MICHAEL J
PARCEL 402
2801 HAWK RIDGE RD NW
BRAY MARK J
PARCEL 403
2803 HAWK
R
I
D
G
E
R
D
FENSTERMA
C
H
E
R
C
H
R
I
S
T
I
A
N
PAR
C
E
L
4
0
4
2805
H
A
W
K
R
I
D
G
E
R
D
N
W
CHEE
V
E
R
S
H
A
N
E
L
PA
R
C
E
L
4
0
5
280
7
H
A
W
K
R
I
D
G
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R
D
N
W
SMI
T
H
R
Y
A
N
C
H
A
R
L
E
S
PAR
C
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L
3
9
5
2838
K
N
O
L
L
R
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D
G
E
D
R
N
W
SEN
S
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N
B
A
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G
H
A
L
L
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S
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N
K
P
A
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C
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3
9
4
2
8
6
0
K
N
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L
L
R
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G
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D
R
N
W
B
R
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M
E
R
S
C
O
T
T
P
A
R
C
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L
3
9
3
2
8
7
2
K
N
O
L
L
R
I
D
G
E
D
R
N
W
D
A
R
B
Y
J
A
Y
PA
R
C
E
L
3
8
5
29
8
2
K
N
O
L
L
R
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G
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D
R
N
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BU
R
T
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M
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A
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L
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P
A
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C
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3
9
2
2
8
8
8
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N
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J
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3
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29
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L
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3
8
7
29
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PA
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3
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Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 16: Assessable Parcels Map
August 2025
FEETSCALE
0 100 200
HORZ.
R
LINDEN
C
I
R
N
W
NO
R
T
H
W
O
O
D
R
D
N
W
KNOLLRIDGE DR NW
HAWK RIDGE CT NWKNO
L
L
R
I
D
G
E
C
T
N
W
HAW
K
R
I
D
G
E
R
D
N
W
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
TAH
I
N
K
A
C
T
N
W
VIEWCREST CIR
N
W
LA
K
E
H
A
V
E
N
C
T
N
W
LEGEND
STREET PROJECT AREA
2027 RECONSTRUCTION
ASSESSABLE PROPERTY
MILL & OVERLAY
ASSESSABLE PROPERTY
RECLAMATION
ASSESSABLE PROPERTY
2026 RECONSTRUCTION
ASSESSABLE PROPERTY
2028 RECONSTRUCTION
ASSESSABLE PROPERTY
P
A
R
C
E
L
7
1
1
6
1
1
9
N
O
R
T
H
W
O
O
D
R
D
N
W
K
R
I
S
T
I
K
M
U
L
L
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PARCEL 291
15940 ARTIC CIR NW
STAY SAFE LLC
PARCEL 290
15994 ARTIC CIR NW
TEILBORG JOHN A & LORRAINE
PARCE
L
6
3
16231
N
O
R
T
H
W
O
O
D
R
D
N
W
PAULA
F
C
O
U
L
T
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PARCEL 6216245 NORT
H
W
O
O
D
R
D
N
W
ATKINS JOS
H
U
A
C
A
L
L
PAR
C
E
L
6
4
1618
7
N
O
R
T
H
W
O
O
D
R
D
N
W
ROE
S
N
E
R
M
A
R
K
R
P
A
R
C
E
L
6
5
1
6
1
7
5
N
O
R
T
H
W
O
O
D
R
D
N
W
G
E
R
G
E
N
M
A
R
K
M
P
A
R
C
E
L
6
6
1
6
1
6
3
N
O
R
T
H
W
O
O
D
R
D
N
W
H
O
L
D
E
N
T
E
R
R
Y
L
P
A
R
C
E
L
6
7
1
6
1
5
3
N
O
R
T
H
W
O
O
D
R
D
B
O
R
R
E
L
L
C
H
A
R
L
E
S
P
A
R
C
E
L
6
8
1
6
1
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
R
I
V
E
R
A
J
A
S
O
N
D
P
A
R
C
E
L
6
9
1
6
1
3
9
N
O
R
T
H
W
O
O
D
R
D
N
W
P
A
U
L
M
C
H
A
V
E
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
&
K
R
I
S
T
E
N
D
G
O
E
D
E
R
T
P
A
R
C
E
L
7
0
1
6
1
2
9
N
O
R
T
H
W
O
O
D
R
D
N
W
M
O
E
N
S
C
O
T
T
P
A
R
C
E
L
7
2
1
6
1
1
3
N
O
R
T
H
W
O
O
D
R
D
V
I
J
A
R
P
E
L
E
C
I
S
T
R
U
S
T
P
A
R
C
E
L
7
3
1
6
1
0
9
N
O
R
T
H
W
O
O
D
R
D
N
W
B
E
R
G
J
E
F
F
P
A
R
C
E
L
7
4
1
6
1
0
1
N
O
R
T
H
W
O
O
D
R
D
N
W
H
O
D
S
D
O
N
T
I
M
O
T
H
Y
P
A
R
C
E
L
7
5
1
6
0
9
9
N
O
R
T
H
W
O
O
D
R
D
N
W
C
A
M
P
B
E
L
L
J
O
S
E
P
H
K
P
A
R
C
E
L
7
6
1
6
0
9
5
N
O
R
T
H
W
O
O
D
R
D
N
W
F
L
O
M
T
O
D
D
R
P
A
R
C
E
L
7
7
1
6
0
9
3
N
O
R
T
H
W
O
O
D
R
D
N
W
B
U
R
T
D
E
N
I
S
E
A
P
A
R
C
E
L
7
8
1
6
0
9
1
N
O
R
T
H
W
O
O
D
R
D
N
W
T
A
N
E
D
D
Y
P
A
R
C
E
L
7
9
1
6
0
8
7
N
O
R
T
H
W
O
O
D
R
D
N
W
S
I
M
O
N
S
O
N
J
A
Y
S
&
A
N
N
J
P
A
R
C
E
L
8
0
1
6
0
8
5
N
O
R
T
H
W
O
O
D
R
D
N
W
G
R
U
N
D
E
R
K
Y
L
E
P
A
R
C
E
L
8
1
1
6
0
8
3
N
O
R
T
H
W
O
O
D
R
D
N
E
B
O
L
Z
B
R
A
D
L
E
Y
W
&
B
O
L
Z
M
O
N
A
Y
E
M
P
A
R
C
E
L
8
2
1
6
0
7
7
N
O
R
T
H
W
O
O
D
R
D
N
W
P
A
S
S
O
F
A
R
O
J
O
S
E
P
H
A
P
A
R
C
E
L
8
3
1
6
0
7
3
N
O
R
T
H
W
O
O
D
R
D
N
W
A
N
D
E
R
S
O
N
K
A
R
L
P
A
R
C
E
L
8
5
1
6
0
6
7
N
O
R
T
H
W
O
O
D
R
D
N
W
S
U
L
L
I
V
A
N
B
A
R
R
Y
J
P
A
R
C
E
L
8
6
1
6
0
6
3
N
O
R
T
H
W
O
O
D
R
D
N
W
S
U
L
L
I
V
A
N
M
O
L
L
Y
P
P
A
R
C
E
L
8
4
1
6
0
6
9
N
O
R
T
H
W
O
O
D
R
D
N
W
A
N
D
E
R
S
O
N
D
A
V
I
D
G
&
G
R
E
T
C
H
E
N
P
A
R
C
E
L
8
7
1
6
0
6
1
N
O
R
T
H
W
O
O
D
R
D
N
W
C
H
I
A
L
S
T
E
V
E
N
E
&
N
A
O
M
I
R
P
A
R
C
E
L
8
8
1
6
0
5
9
N
O
R
T
H
W
O
O
D
R
D
N
W
G
R
Y
T
I
N
G
K
E
L
L
Y
R
P
A
R
C
E
L
8
9
1
6
0
5
7
N
O
R
T
H
W
O
O
D
R
D
N
W
R
I
C
H
A
R
D
S
O
N
J
E
S
S
I
C
A
P
A
R
C
E
L
9
0
1
6
0
5
5
N
O
R
T
H
W
O
O
D
R
D
N
W
H
A
R
T
L
C
A
S
E
Y
A
P
A
R
C
E
L
9
1
1
6
0
5
1
N
O
R
T
H
W
O
O
D
R
D
N
W
E
R
I
C
K
S
O
N
S
C
O
T
T
H
P
A
R
C
E
L
9
2
1
6
0
4
9
N
O
R
T
H
W
O
O
D
R
D
N
W
W
I
L
L
I
A
M
&
C
O
R
I
N
N
A
G
I
L
B
E
R
T
T
R
U
S
T
P
A
R
C
E
L
9
3
1
6
0
4
7
N
O
R
T
H
W
O
O
D
R
D
N
W
A
U
D
A
S
J
A
M
E
S
R
PA
R
C
E
L
9
4
16
0
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
ME
N
D
E
N
F
R
A
N
C
I
S
PA
R
C
E
L
9
5
16
0
4
3
N
O
R
T
H
W
O
O
D
R
D
N
W
KR
A
M
E
R
D
A
V
I
D
D
P
A
R
C
E
L
2
8
9
1
6
0
5
8
N
O
R
T
H
W
O
O
D
R
D
N
W
W
A
L
L
M
I
C
H
A
E
L
&
J
E
N
N
I
F
E
R
P
A
R
C
E
L
2
8
8
1
6
0
7
0
N
O
R
T
H
W
O
O
D
R
D
N
W
B
A
I
R
R
A
N
D
E
L
L
L
&
S
A
N
D
R
A
K
PA
R
C
E
L
2
5
5
30
2
2
H
A
W
K
R
I
D
G
E
R
D
N
W
MU
R
R
T
O
D
D
E
&
T
A
M
A
R
A
PA
R
C
E
L
2
5
6
30
3
4
H
A
W
K
R
I
D
G
E
R
D
N
W
ME
I
B
O
B
PA
R
C
E
L
2
5
7
30
4
6
H
A
W
K
R
I
D
G
E
R
D
N
W
GR
E
B
E
N
Y
U
K
Y
E
V
G
E
N
I
Y
PARC
E
L
2
5
8
3058 H
A
W
K
R
I
D
G
E
R
D
N
W
ANDR
E
W
S
&
S
H
A
R
O
N
A
S
B
U
R
K
E
T
R
U
S
T
PA
R
C
E
L
2
5
9
309
1
L
A
K
E
H
A
V
E
N
C
T
N
W
KO
E
H
L
E
R
A
N
D
R
E
W
I
&
R
E
B
E
C
C
A
S
PA
R
C
E
L
2
6
0
307
7
L
A
K
E
H
A
V
E
N
C
T
N
W
MIL
L
E
R
D
A
V
I
D
J
&
N
I
C
O
L
E
PA
R
C
E
L
2
6
1
306
5
L
A
K
E
H
A
V
E
N
C
T
N
W
PE
L
L
E
R
K
A
R
E
N
L
&
M
A
R
K
J
PAR
C
E
L
2
6
2
303
7
L
A
K
E
H
A
V
E
N
C
T
N
W
AND
E
R
S
O
N
L
A
W
R
E
N
C
E
M
&
P
A
M
E
L
A
K
PARCEL 263
3050 LAKE HAVEN CT NW
L
O
R
I
A
J
O
H
N
S
O
N
G
O
O
D
W
I
N
T
R
U
S
T
PA
R
C
E
L
2
6
4
30
6
2
L
A
K
E
H
A
V
E
N
C
T
N
W
ME
N
N
I
N
G
J
O
S
E
P
H
P
&
B
E
T
H
A
PAR
C
E
L
2
6
5
307
4
L
A
K
E
H
A
V
E
N
C
T
N
W
PRO
V
A
N
C
H
A
A
A
R
O
N
J
PAR
C
E
L
2
6
6
308
6
L
A
K
E
H
A
V
E
N
C
T
N
W
LAM
A
A
C
K
D
A
V
I
D
B
&
M
A
R
Y
B
PAR
C
E
L
2
6
7
309
8
L
A
K
E
H
A
V
E
N
C
T
N
W
RAY
M
O
N
D
C
R
A
I
G
A
L
L
A
N
PAR
C
E
L
2
6
8
319
7
S
H
A
D
Y
C
O
V
E
P
T
N
W
KRE
C
H
M
I
C
H
A
E
L
W
&
H
E
A
T
H
E
R
M
PAR
C
E
L
2
6
9
318
5
S
H
A
D
Y
C
O
V
E
P
T
N
W
VEL
D
M
A
N
B
R
U
C
E
A
&
C
H
R
I
S
T
I
N
E
M
PAR
C
E
L
2
7
0
317
3
S
H
A
D
Y
C
O
V
E
P
T
N
W
LUN
D
Q
U
I
S
T
D
A
N
I
E
L
PARCEL 2
7
1
3161 SHA
D
Y
C
O
V
E
P
T
N
W
PETER AN
D
T
H
E
R
E
S
A
N
A
Z
Y
T
R
U
S
T
PARCEL 272
3149 SHADY COVE PT NW
DEPREY ERIC
PARCEL 273
3137 SHADY COVE PT NW
GETTLER JONATHAN A
PARCEL 274
3122 SHADY COVE PT NW
BRESNAHAN ADAM & BRESNAHAN ALYSSA
PAR
C
E
L
2
7
5
313
4
S
H
A
D
Y
C
O
V
E
P
T
STE
V
E
N
S
O
N
J
A
M
E
S
R
O
B
E
R
T
I
I
I
&
S
T
E
V
E
N
S
O
N
A
S
H
L
E
Y
M
A
R
PARCEL 276
3146 SHADY COVE PT
N
W
LAING DOUGLAS W JR
&
D
E
B
O
R
A
H
A
PARCEL 277
3158 SHADY COVE PT
N
W
FORSTER MARK T
PAR
C
E
L
2
7
8
3170
S
H
A
D
Y
C
O
V
E
P
T
N
W
STEP
H
E
N
G
E
R
A
L
D
C
L
O
S
E
A
N
D
D
A
N
A
J
E
A
N
C
L
O
S
E
T
R
U
S
T
PAR
C
E
L
2
7
9
3182
S
H
A
D
Y
C
O
V
E
P
T
N
W
KLO
S
S
N
E
R
D
E
R
E
K
PAR
C
E
L
2
8
0
3221
L
A
K
E
B
L
U
F
F
C
I
R
N
W
LAR
S
O
N
J
O
H
N
P
&
J
I
L
L
R
PAR
C
E
L
2
8
1
3199
L
A
K
E
B
L
U
F
F
C
I
R
N
W
LE T
H
A
N
H
PAR
C
E
L
2
8
2
3191
L
A
K
E
B
L
U
F
F
C
I
R
N
W
HELB
E
R
G
P
A
U
L
D
&
C
O
L
E
E
N
S
H
E
L
B
E
R
G
P
A
R
C
E
L
2
8
3
3
2
0
4
L
A
K
E
B
L
U
F
F
C
I
R
N
W
K
L
E
M
A
N
A
T
H
A
N
PAR
C
E
L
2
8
4
321
2
L
A
K
E
B
L
U
F
F
C
I
R
N
W
HON
G
J
O
H
N
P
V
&
L
I
N
H
M
PARC
E
L
2
8
5
3220
L
A
K
E
B
L
U
F
F
C
I
R
N
W
DIDIO
N
T
A
M
A
R
A
R
O
S
E
PAR
C
E
L
2
8
6
3228
L
A
K
E
B
L
U
F
F
C
I
R
N
W
BAR
L
A
S
S
J
A
C
O
B
P
A
R
C
E
L
2
8
7
1
6
0
8
2
N
O
R
T
H
W
O
O
D
R
D
N
W
E
R
I
C
K
S
O
N
J
A
Y
T
&
C
A
R
M
E
N
H
PA
R
C
E
L
3
7
9
PR
I
O
R
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PARCEL 330
15995 FREMONT AVE NW
TOTH ANNA M
PA
R
C
E
L
3
8
0
16
0
5
0
N
O
R
T
H
W
O
O
D
R
D
N
W
HP
A
I
I
B
O
R
R
O
W
E
R
2
0
2
1
-
1
L
L
C
PA
R
C
E
L
3
8
1
16
0
5
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FR
I
E
D
G
E
S
D
A
V
I
D
R
PA
R
C
E
L
3
3
1
159
7
5
F
R
E
M
O
N
T
A
V
E
N
W
SC
H
R
E
I
B
E
R
R
I
C
H
A
R
D
C
&
T
E
R
R
Y
R
PARCEL 369
3425 ISLAND CIR NW
DEMARS CATHERINE R
PA
R
C
E
L
3
6
8
342
0
I
S
L
A
N
D
C
I
R
N
W
O'F
A
L
L
O
N
K
A
T
H
E
R
I
N
E
C
PAR
C
E
L
3
3
2
1595
9
F
R
E
M
O
N
T
A
V
E
N
W
HADA
C
J
O
H
N
A
PARCE
L
3
3
3
15941 F
R
E
M
O
N
T
A
V
E
N
W
HANIS
C
H
M
I
C
H
A
E
L
E
PA
R
C
E
L
3
6
7
34
4
0
I
S
L
A
N
D
C
I
R
N
W
G
R
O
V
E
N
B
U
R
G
D
A
N
N
Y
L
P
A
R
C
E
L
2
9
6
C
O
U
R
S
O
L
L
E
N
A
T
A
S
H
A
K
PARCEL 3
0
03381 FRE
M
O
N
T
S
T
N
W
LACROIX
K
E
V
I
N
J
&
I
R
E
N
E
L
PARCE
L
3
3
4
15921
F
R
E
M
O
N
T
A
V
E
N
W
SENTY
R
Z
T
O
D
D
B
&
D
A
I
N
A
M
P
A
R
C
E
L
3
6
6
34
6
0
I
S
L
A
N
D
C
I
R
N
W
H
U
Y
N
H
K
A
Z
M
Y
N
MORRI
S
O
N
B
E
N
PA
R
C
E
L
2
9
7
159
9
0
F
R
E
M
O
N
T
A
V
E
N
W
HIL
L
E
S
H
I
E
M
J
O
D
Y
A
PAR
C
E
L
2
9
8
159
7
8
F
R
E
M
O
N
T
A
V
E
N
W
CA
M
E
R
O
N
D
A
N
I
E
L
A
PARCEL
3
0
1
3345 FRE
M
O
N
T
S
T
N
W
AALAND
N
I
C
H
O
L
A
S
S
PA
R
C
E
L
2
9
9
159
6
0
F
R
E
M
O
N
T
A
V
E
N
W
HAY
E
S
P
A
T
R
I
C
K
W
&
S
H
E
L
L
Y
M
PA
R
C
E
L
2
1
3
28
1
0
H
A
W
K
R
I
D
G
E
R
D
N
W
CH
A
R
L
E
S
A
N
D
M
I
C
H
E
L
E
M
C
F
A
L
L
T
R
U
S
T
PA
R
C
E
L
2
1
4
28
2
2
H
A
W
K
R
I
D
G
E
R
D
N
W
SC
H
L
I
C
H
T
M
A
N
N
B
E
N
J
A
M
I
N
W
I
L
L
I
A
M
P
A
R
C
E
L
2
1
5
28
2
8
H
A
W
K
R
I
D
G
E
R
D
N
W
G
R
O
E
S
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
2
1
6
2
8
3
6
H
A
W
K
R
I
D
G
E
R
D
N
W
H
A
U
T
M
A
N
B
R
A
D
E
N
J
A
M
E
S
PARCEL 217
2840 HAWK RIDGE RD NWDEMIN VITALY GENNADYEVICH
PARC
E
L
2
1
9
1621
2
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
HELG
E
R
S
O
N
K
A
R
I
C
P
A
R
C
E
L
2
1
8
2
8
5
2
H
A
W
K
R
I
D
G
E
R
D
N
W
A
N
D
E
R
S
O
N
J
A
S
O
N
PA
R
C
E
L
2
5
3
29
7
6
H
A
W
K
R
I
D
G
E
R
D
N
W
PU
D
E
L
L
M
A
T
T
H
E
W
D
PARCE
L
2
2
0
16200 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
MARO T
H
E
O
D
O
R
E
B
PARCE
L
2
2
9
16211 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
BURNS
M
I
C
H
A
E
L
T
PA
R
C
E
L
2
5
2
29
7
0
H
A
W
K
R
I
D
G
E
R
D
N
W
SN
Y
D
E
R
A
A
R
O
N
M
PARCEL 251
16201 TAHIN
K
A
P
L
N
W
PORTER ER
I
C
PARCEL 230
16202 TAHINKA PL NW
MCCLURE DANIEL J
PARCEL
2
2
1
16196 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
BECHTH
O
L
D
T
R
A
V
I
S
PARCE
L
2
2
8
16197 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
ZECK J
O
S
E
P
H
J
PARCEL 250
16183 TAHINKA PL NW
MONTAG TREVOUR J
PARCEL 231
16180 TAHINKA PL NW
THEIS ADAM R
PARCEL 222
16184 VISIONARY HEIGHTS CIR NW
BERGNER JESSE T
PARCEL 249
16167 TAHINKA PL NW
FERIN BRIAN J
PARCEL 232
16164 TAHINKA PL NW
PURFEERST BENNETT P & WOODCOCK KATE E
P
A
R
C
E
L
2
2
3
16
1
7
8
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
JA
C
O
B
J
A
M
E
S
V
PAR
C
E
L
2
2
6
161
7
9
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
FOR
D
A
H
L
P
A
U
L
D
P
A
R
C
E
L
2
2
4
1
6
1
7
5
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
S
V
E
L
A
J
A
S
O
N
W
PA
R
C
E
L
2
2
5
16
1
7
7
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
JA
C
O
B
U
S
R
Y
A
N
K
E
I
T
H
PARCEL 233
16150 TAHINKA PL NW
HUBLE THEODORE J
PARCEL 247
16135 TAHINKA PL NW
MOORE NATHANIEL
PARCEL 234
16132 TAHINKA PL NW
ALLWINE TRICIA L
PARCEL 246
16117 TAHINKA PL NW
RAADT JEREMY
PARCEL 235
16811 TAHINKA PL NW
JACOBS RYAN A
PARCEL 245
16101 TAHINKA PL NW
DAUER CRAIG W & ANNE E
PARCEL 236
16100 TAHINKA PL NW
MARTINEK RICHARD J
PARCEL 244
16093 TAHINKA PL NW
BLATTNER CRAIG E
PARCEL 237
16082 TAHINKA PL NW
MARTIN SHAWN
PARCEL 243
16069 TAHINKA PLACE NW
CARR MICHAEL R
PARCEL 242
16057 TAHINKA PL NW
LUND DAVID K
PARC
E
L
2
3
9
16046
T
A
H
I
N
K
A
P
L
N
W
SCHR
A
N
K
G
E
R
A
L
D
D
&
T
H
E
R
E
S
A
M
PARCEL 240
16037 TAHINKA PL NW
SACHS DONALD J
PARCE
L
2
4
1
16041
T
A
H
I
N
K
A
P
L
N
W
NOWA
K
P
A
U
L
J
PA
R
C
E
L
2
5
4
PR
I
O
R
L
A
K
E
,
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PARCE
L
2
2
7
16185 V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
LEE JA
M
E
S
A
PARCEL 248
16153 TAHINKA PL NW
TUY JONATHAN
PARCEL 2
3
8
16064 TA
H
I
N
K
A
P
L
N
W
DAMMANN
P
A
U
L
R
PA
R
C
E
L
20
0
4
A
V
E
W
SC
O
T
T
C
O
U
N
T
Y
P
A
R
K
S
D
E
P
A
R
T
M
E
N
T
PAR
C
E
L
2
1
2
2808
H
A
W
K
R
I
D
G
E
R
D
N
W
PAV
E
L
I
C
H
J
E
F
F
R
E
Y
A
PARCEL 6116255 NOR
T
H
W
O
O
D
R
D
N
W
WALVIUS S
U
S
A
N
K
PA
R
C
E
L
4
4
1
30
3
7
H
A
W
K
R
I
D
G
E
R
D
N
W
BR
U
D
E
V
O
L
D
M
E
L
A
N
I
E
A
&
A
N
D
R
E
W
L
PA
R
C
E
L
4
4
3
30
6
1
H
A
W
K
R
I
D
G
E
R
D
LY
N
C
H
M
A
R
G
A
R
E
T
M
A
R
Y
PA
R
C
E
L
4
4
2
30
4
9
H
A
W
K
R
I
D
G
E
R
D
N
W
HA
A
G
E
N
S
E
N
M
I
C
H
A
E
L
PA
R
C
E
L
4
4
0
30
2
5
H
A
W
K
R
I
D
G
E
R
D
N
W
KA
T
Z
M
A
R
E
K
G
A
R
Y
&
N
O
U
1
6
2
9
2
T
A
H
I
N
K
A
C
T
N
W
PA
R
C
E
L
4
3
1
16
2
7
3
T
A
H
I
N
K
A
C
T
N
W
NY
S
T
R
O
M
M
A
R
K
P
A
R
C
E
L
4
0
6
28
3
1
H
A
W
K
R
I
D
G
E
R
D
N
W
S
O
N
N
E
N
B
U
R
G
J
O
S
H
U
A
P
P
A
R
C
E
L
4
1
8
1
6
2
8
8
T
A
H
I
N
K
A
C
T
N
W
C
O
R
D
E
L
L
E
V
A
N
PARCEL 4
3
2
16265 TAHI
N
K
A
C
T
N
W
CARLSON
B
E
N
J
A
M
I
N
P
A
R
C
E
L
4
1
7
1
6
2
8
0
T
A
H
I
N
K
A
C
T
N
W
S
C
H
R
O
B
I
L
G
E
N
D
E
S
I
R
E
E
P
A
R
C
E
L
4
0
7
28
3
7
H
A
W
K
R
I
D
G
E
R
D
N
W
FR
I
S
T
E
D
T
R
A
V
I
S
G
P
A
R
C
E
L
4
1
6
1
6
2
6
8
T
A
H
I
N
K
A
C
T
N
W
M
E
B
R
A
H
T
U
Y
E
M
A
N
E
PARCEL 43
3
16257 TAHI
N
K
A
C
T
N
W
BEUC RAN
D
O
N
&
B
E
U
C
S
A
S
H
A
P
A
R
C
E
L
4
0
8
2
8
4
5
H
A
W
K
R
I
D
G
E
R
D
N
W
G
E
E
M
I
C
H
A
E
L
J
PARCEL 4
1
5
16254 TAHI
N
K
A
C
T
N
W
ALDERMA
N
J
A
S
O
N
J
PARCEL 43
416241 TAHI
N
K
A
C
T
N
W
GREGORY
C
O
R
T
P
A
R
C
E
L
4
0
9
2
8
5
9
H
A
W
K
R
I
D
G
E
R
D
N
W
J
E
S
K
E
E
R
I
C
PA
R
C
E
L
4
3
8
29
8
3
H
A
W
K
R
I
D
G
E
R
D
N
W
ZA
P
P
A
S
A
M
U
E
L
PA
R
C
E
L
4
3
7
29
7
1
H
A
W
K
R
I
D
G
E
R
D
N
W
ED
L
U
N
D
J
E
N
N
I
F
E
R
K
PARCEL 41
4
16242 TAHI
N
K
A
C
T
N
W
ENFIELD J
E
S
S
I
C
A
P
A
R
C
E
L
4
1
0
2
8
6
7
H
A
W
K
R
I
D
G
E
R
D
N
W
F
A
H
L
E
R
S
T
E
V
E
N
PA
R
C
E
L
4
3
6
29
6
5
H
A
W
K
R
I
D
G
E
R
D
N
W
ME
E
T
H
O
M
A
S
A
R
T
H
U
R
I
I
I
P
A
R
C
E
L
4
1
1
2
8
7
3
H
A
W
K
R
I
D
G
E
R
D
N
W
P
A
R
K
E
R
B
R
E
N
N
A
L
PARCEL 4
3
5
16227 TAKI
N
K
A
C
T
N
W
VANN JOS
H
U
A
P
A
R
C
E
L
4
1
2
2
8
9
5
H
A
W
K
R
I
D
G
E
R
D
N
E
J
O
H
N
S
O
N
J
A
M
E
S
PARCEL 413
16230 TAHIN
K
A
C
T
N
W
GUNNELL C
H
A
N
C
E
Y
H:
\
P
L
A
K
\
2
4
X
1
3
5
8
2
9
0
0
0
\
C
A
D
\
C
3
D
\
F
I
G
R
-
1
3
5
8
2
9
-
A
S
S
E
S
S
M
E
N
T
-
B
E
N
E
F
I
T
A
P
P
R
A
I
S
A
L
.
d
w
g
8/
4
/
2
0
2
5
1
0
:
2
4
:
2
3
A
M
R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 17: Assessable Parcels Map
August 2025
FEETSCALE
0 100 200
HORZ.
R
V
I
S
I
O
N
A
R
Y
H
E
I
G
H
T
S
C
I
R
N
W
HA
W
K
R
I
D
G
E
R
D
N
W
TA
H
I
N
K
A
C
T
N
W
T
A
H
I
N
K
A
P
L
N
W
NOR
T
H
W
O
O
D
R
D
N
W
LA
K
E
H
A
V
E
N
C
T
N
W
S
H
A
D
Y
C
O
V
E
P
O
I
N
T
N
W
L
A
K
E
B
L
U
F
F
C
I
R
N
W
NORTHWOOD RD NW
FR
E
M
O
N
T
A
V
E
N
W
LEGEND
STREET PROJECT AREA
2027 RECONSTRUCTION
ASSESSABLE PROPERTY
MILL & OVERLAY
ASSESSABLE PROPERTY
RECLAMATION
ASSESSABLE PROPERTY
2026 RECONSTRUCTION
ASSESSABLE PROPERTY
2028 RECONSTRUCTION
ASSESSABLE PROPERTY
PARCEL 291
15940 ARTIC CIR NW
STAY SAFE LLC
PARCEL 290
15994 ARTIC CIR NW
TEILBORG JOHN A & LORRAINE
PA
R
C
E
L
2
9
5
CO
U
R
S
O
L
L
E
N
A
T
A
S
H
A
K
PAR
C
E
L
2
9
2
MAH
O
N
E
Y
J
E
R
O
M
E
R
&
S
U
S
A
N
PARCEL
2
9
3
15880 A
R
T
I
C
C
I
R
N
W
STAY SA
F
E
L
L
C
4646 DAKOTA ST S
E
PRIOR LAKE CITY O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PARCEL 294
15820 ARTIC CIR N
W
COURSOLLE NATA
S
H
A
K
1
6
0
6
7
N
O
R
T
H
W
O
O
D
R
D
N
W
P
A
R
C
E
L
8
6
1
6
0
6
3
N
O
R
T
H
W
O
O
D
R
D
N
W
S
U
L
L
I
V
A
N
M
O
L
L
Y
P
P
A
R
C
E
L
8
7
1
6
0
6
1
N
O
R
T
H
W
O
O
D
R
D
N
W
C
H
I
A
L
S
T
E
V
E
N
E
&
N
A
O
M
I
R
P
A
R
C
E
L
8
8
1
6
0
5
9
N
O
R
T
H
W
O
O
D
R
D
N
W
G
R
Y
T
I
N
G
K
E
L
L
Y
R
P
A
R
C
E
L
8
9
1
6
0
5
7
N
O
R
T
H
W
O
O
D
R
D
N
W
R
I
C
H
A
R
D
S
O
N
J
E
S
S
I
C
A
P
A
R
C
E
L
9
0
1
6
0
5
5
N
O
R
T
H
W
O
O
D
R
D
N
W
H
A
R
T
L
C
A
S
E
Y
A
P
A
R
C
E
L
9
1
1
6
0
5
1
N
O
R
T
H
W
O
O
D
R
D
N
W
E
R
I
C
K
S
O
N
S
C
O
T
T
H
P
A
R
C
E
L
9
2
1
6
0
4
9
N
O
R
T
H
W
O
O
D
R
D
N
W
W
I
L
L
I
A
M
&
C
O
R
I
N
N
A
G
I
L
B
E
R
T
T
R
U
S
T
P
A
R
C
E
L
9
3
1
6
0
4
7
N
O
R
T
H
W
O
O
D
R
D
N
W
A
U
D
A
S
J
A
M
E
S
R
P
A
R
C
E
L
9
4
1
6
0
4
5
N
O
R
T
H
W
O
O
D
R
D
N
W
ME
N
D
E
N
F
R
A
N
C
I
S
PA
R
C
E
L
9
5
16
0
4
3
N
O
R
T
H
W
O
O
D
R
D
N
W
KR
A
M
E
R
D
A
V
I
D
D
PA
R
C
E
L
9
6
34
6
2
W
I
L
D
S
R
D
G
N
W
CA
R
N
E
Y
A
N
D
R
E
W
J
O
E
&
C
A
R
N
E
Y
J
E
S
S
I
C
A
A
N
N
PA
R
C
E
L
9
7
16
0
3
9
N
O
R
T
H
W
O
O
D
R
D
N
W
JI
L
L
E
H
O
O
P
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
9
8
16
0
3
7
N
O
R
T
H
W
O
O
D
R
D
N
W
RY
A
N
J
W
I
L
L
I
A
M
S
R
E
V
O
C
A
B
L
E
T
R
U
S
T
&
G
R
E
T
C
H
E
N
M
W
I
L
L
I
PA
R
C
E
L
9
9
16
0
3
5
N
O
R
T
H
W
O
O
D
R
D
N
W
HO
F
F
B
E
C
K
L
A
N
D
O
N
R
PA
R
C
E
L
1
8
8
16
0
3
1
N
O
R
T
H
W
O
O
D
R
D
N
W
BA
R
R
I
B
A
L
L
S
C
O
T
T
E
&
D
I
A
N
E
M
PA
R
C
E
L
1
0
0
16
0
3
3
N
O
R
T
H
W
O
O
D
R
D
N
W
FO
L
E
Y
S
T
E
V
E
P
A
R
C
E
L
1
0
1
1
6
0
2
7
N
O
R
T
H
W
O
O
D
R
D
N
W
M
E
E
K
R
Y
L
E
E
PARC
E
L
1
0
4
16009
N
O
R
T
H
W
O
O
D
R
D
N
W
ZAND
E
R
P
A
U
L
H
&
C
A
T
H
Y
C
&
P
A
U
L
H
Z
A
N
D
E
R
R
E
V
T
R
U
S
T
PARCEL 105
16001 NORTHWOOD RD
JANA B PATRICK REVOCABLE TRUST
P
A
R
C
E
L
2
8
9
1
6
0
5
8
N
O
R
T
H
W
O
O
D
R
D
N
W
W
A
L
L
M
I
C
H
A
E
L
&
J
E
N
N
I
F
E
R
P
A
R
C
E
L
2
8
8
1
6
0
7
0
N
O
R
T
H
W
O
O
D
R
D
N
W
B
A
I
R
R
A
N
D
E
L
L
L
&
S
A
N
D
R
A
K
P
A
R
C
E
L
3
5
4
15
7
6
4
I
S
L
A
N
D
V
I
E
W
R
D
R
E
I
T
M
E
I
E
R
K
E
V
I
N
M
P
A
R
C
E
L
3
4
5
1
5
7
4
1
F
R
E
M
O
N
T
A
V
E
N
W
T
R
O
N
D
S
O
N
S
H
A
N
E
R
PARCE
L
1
3
9
15745 I
S
L
A
N
D
V
I
E
W
R
D
N
W
FERGU
S
O
N
R
O
N
W
PA
R
C
E
L
3
1
7
344
5
C
R
Y
S
T
A
L
C
I
R
N
W
SW
A
N
S
O
N
D
E
N
N
I
S
P
A
R
C
E
L
3
4
6
15
7
2
3
F
R
E
M
O
N
T
A
V
E
N
W
B
R
O
W
N
T
R
O
Y
M
&
R
H
O
N
D
A
C
PA
R
C
E
L
1
4
0
157
3
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BE
H
R
E
N
D
T
M
I
C
H
A
E
L
PARC
E
L
3
1
8
3435
C
R
Y
S
T
A
L
C
I
R
N
W
TREA
D
W
E
L
L
L
A
U
R
A
PARCEL 353
1
5
7
5
0
I
S
L
A
N
D
V
I
E
W
R
D
N
W
SOLARZ KEVIN
P
A
R
C
E
L
3
4
7
1
5
7
0
5
F
R
E
M
O
N
T
A
V
E
N
W
P
I
N
T
M
A
R
V
I
N
G
&
J
U
D
I
T
H
L
PA
R
C
E
L
1
4
1
157
2
1
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GIG
S
T
E
A
D
D
A
N
I
E
L
E
L
M
A
N
P
A
R
C
E
L
3
5
2
1
5
7
3
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
T
H
O
M
P
S
O
N
D
A
V
I
D
&
C
A
R
R
I
E
M
R
O
S
S
P
A
R
C
E
L
3
2
2
3
4
5
0
C
R
Y
S
T
A
L
C
I
R
N
W
S
C
H
L
I
E
P
B
R
U
C
E
D
&
E
L
I
Z
A
B
E
T
H
PARCEL
3
1
9
3425 CR
Y
S
T
A
L
C
I
R
N
W
PRIOR L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
P
A
R
C
E
L
3
4
8
1
5
6
8
7
F
R
E
M
O
N
T
A
V
E
N
W
J
O
H
N
S
O
N
T
R
E
N
T
1
5
7
0
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PARC
E
L
1
2
6
3550
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
AND
E
R
S
O
N
D
A
N
I
E
L
C
PAR
C
E
L
1
2
7
1598
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
MOR
R
I
S
R
I
C
H
A
R
D
J
&
P
A
T
R
I
C
I
A
PAR
C
E
L
1
2
8
1596
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
OREN
S
T
E
I
N
K
U
R
T
M
PAR
C
E
L
1
2
9
1594
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KOD
I
D
E
K
K
E
V
I
N
C
PAR
C
E
L
1
3
0
1592
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
POPP
L
E
R
S
H
A
W
N
PARCEL 131
15897 ISLAND VIEW RD NW
LEVEILLE DANIEL G
PA
R
C
E
L
1
3
2
158
7
1
I
S
L
A
N
D
V
I
E
W
R
D
N
W
MA
L
M
B
E
R
G
B
R
I
A
N
D
PA
R
C
E
L
1
3
3
158
4
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
AM
M
E
R
M
A
N
R
O
D
N
E
Y
C
&
J
U
L
I
E
PA
R
C
E
L
1
3
4
158
2
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BR
E
T
Z
K
E
N
N
E
T
H
J
&
D
E
B
O
R
A
H
K
PA
R
C
E
L
1
3
5
158
0
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GR
A
B
S
K
I
B
E
N
J
A
M
I
N
W
PA
R
C
E
L
1
3
6
157
8
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GA
R
D
I
N
E
R
C
H
A
R
L
E
S
I
I
I
&
G
A
R
D
I
N
E
R
J
E
S
S
I
C
A
PA
R
C
E
L
1
3
7
157
6
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GR
O
H
B
R
I
A
N
L
&
L
I
N
D
A
A
PA
R
C
E
L
1
3
8
157
5
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
HE
L
M
B
A
C
H
E
R
K
E
I
T
H
M
PARCEL 112
OVERBY BRAD
PARCEL 113
3715 ISLAN
D
V
I
E
W
C
I
R
N
W
JANICE M G
R
A
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
1
4
37
1
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
JA
N
I
C
E
M
G
R
A
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
1
5
3
7
3
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
WI
L
S
O
N
H
E
I
D
I
C
P
A
R
C
E
L
1
1
6
37
5
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
EV
E
R
S
O
N
B
R
I
A
N
P
A
R
C
E
L
1
1
7
37
7
3
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
J
O
H
N
S
O
N
M
A
R
Y
R
P
A
R
C
E
L
1
1
8
3
7
9
1
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
ST
E
N
Z
E
L
T
Y
R
O
N
E
D
&
D
E
C
I
A
J
P
A
R
C
E
L
1
1
9
3
8
0
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
H
U
R
S
T
J
O
H
N
&
H
U
R
S
T
S
T
E
F
A
N
I
E
P
A
R
C
E
L
1
2
0
3
8
2
7
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
H
E
N
G
E
M
U
H
L
E
C
H
A
D
M
P
A
R
C
E
L
1
2
1
3
8
4
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
K
O
P
E
T
Z
K
I
S
T
E
V
E
N
J
&
M
A
R
L
E
N
E
P
A
R
C
E
L
1
2
2
3
8
5
7
I
S
L
A
N
D
V
I
E
W
C
I
R
M
I
C
H
A
E
L
P
M
Y
S
E
R
R
E
V
O
C
A
B
L
E
T
R
U
S
T
P
A
R
C
E
L
1
2
3
3
8
6
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
K
A
R
G
E
S
D
A
V
I
D
B
&
C
H
E
R
Y
L
S
P
A
T
H
PARCE
L
1
2
5
3773 IS
L
A
N
D
V
I
E
W
C
I
R
N
W
ISLAN
D
V
I
E
W
2
N
D
H
O
M
E
O
W
N
E
R
A
S
S
N
PA
R
C
E
L
1
2
4
38
7
7
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
TH
O
M
A
S
J
R
Y
A
N
R
E
V
O
C
A
B
L
E
T
R
U
S
T
PA
R
C
E
L
1
0
9
35
7
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
PE
T
E
R
B
E
N
J
A
M
I
N
C
&
J
O
D
I
E
A
PA
R
C
E
L
1
0
8
35
5
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
RI
C
H
A
R
D
S
O
N
T
H
O
M
A
S
J
PA
R
C
E
L
1
0
7
35
4
5
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
SL
I
P
K
A
C
H
A
D
PA
R
C
E
L
1
0
6
35
2
9
I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
CH
R
I
S
T
O
P
H
E
R
S
O
N
T
R
O
Y
L
&
C
H
R
I
S
T
O
P
H
E
R
S
O
N
J
I
L
L
M
PARCEL 110
3595 ISLAND VIEW CIR NW
DOHERTY ANTHONY
PARCE
L
1
1
1
3545 I
S
L
A
N
D
V
I
E
W
C
I
R
N
W
ISLAND
V
I
E
W
O
U
T
L
O
T
I
N
C
PA
R
C
E
L
3
7
9
PR
I
O
R
L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
PA
R
C
E
L
3
7
5
16
0
0
0
I
S
L
A
N
D
V
I
E
W
R
D
PA
N
N
K
U
K
T
E
R
E
S
A
E
PA
R
C
E
L
3
7
6
16
0
3
8
N
O
R
T
H
W
O
O
D
R
D
N
W
KI
N
S
E
L
L
A
K
E
I
T
H
P
J
R
PARCEL 330
15995 FREMONT AVE NW
TOTH ANNA M
PA
R
C
E
L
3
7
8
16
0
4
8
N
O
R
T
H
W
O
O
D
R
D
N
W
GR
A
M
L
O
W
C
H
A
D
A
PA
R
C
E
L
3
8
0
16
0
5
0
N
O
R
T
H
W
O
O
D
R
D
N
W
HP
A
I
I
B
O
R
R
O
W
E
R
2
0
2
1
-
1
L
L
C
PA
R
C
E
L
3
8
1
16
0
5
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FR
I
E
D
G
E
S
D
A
V
I
D
R
PA
R
C
E
L
3
7
7
16
0
4
2
N
O
R
T
H
W
O
O
D
R
D
N
W
FR
E
E
R
B
A
I
L
E
Y
E
&
B
A
R
N
E
S
A
D
A
M
P
PARCEL 374
15982 ISLAND VIEW RD NW
SCHULTZ ROBERT W
PA
R
C
E
L
3
3
1
159
7
5
F
R
E
M
O
N
T
A
V
E
N
W
SC
H
R
E
I
B
E
R
R
I
C
H
A
R
D
C
&
T
E
R
R
Y
R
PARCEL 369
3425 ISLAND CIR NW
DEMARS CATHERINE R
PAR
C
E
L
3
7
3
159
7
0
I
S
L
A
N
D
V
I
E
W
R
D
N
W
RAY
S
U
B
H
A
S
I
S
H
PA
R
C
E
L
3
6
8
342
0
I
S
L
A
N
D
C
I
R
N
W
O'F
A
L
L
O
N
K
A
T
H
E
R
I
N
E
C
PAR
C
E
L
3
3
2
1595
9
F
R
E
M
O
N
T
A
V
E
N
W
HAD
A
C
J
O
H
N
A
P
A
R
C
E
L
3
7
0
3
4
4
5
I
S
L
A
N
D
C
I
R
N
W
G
R
E
D
E
N
M
A
R
K
R
PARCE
L
3
3
3
15941 F
R
E
M
O
N
T
A
V
E
N
W
HANISC
H
M
I
C
H
A
E
L
E
P
A
R
C
E
L
3
6
7
34
4
0
I
S
L
A
N
D
C
I
R
N
W
G
R
O
V
E
N
B
U
R
G
D
A
N
N
Y
L
PAR
C
E
L
3
7
1
159
4
0
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PEM
R
I
C
K
N
I
C
O
L
E
P
A
R
C
E
L
2
9
6
C
O
U
R
S
O
L
L
E
N
A
T
A
S
H
A
K
PARCEL
3
0
0
3381 FRE
M
O
N
T
S
T
N
W
LACROIX
K
E
V
I
N
J
&
I
R
E
N
E
L
PARCE
L
3
3
4
15921 F
R
E
M
O
N
T
A
V
E
N
W
SENTY
R
Z
T
O
D
D
B
&
D
A
I
N
A
M
P
A
R
C
E
L
3
6
6
34
6
0
I
S
L
A
N
D
C
I
R
N
W
H
U
Y
N
H
K
A
Z
M
Y
N
P
A
R
C
E
L
3
6
5
1
5
9
1
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
A
L
A
N
M
B
E
N
S
O
N
T
R
U
S
T
PARCE
L
3
3
5
15901 F
R
E
M
O
N
T
A
V
E
N
W
MORRI
S
O
N
B
E
N
PARCEL 302
3344 FREMON
T
S
T
N
W
HOLST ADAM B
E
R
T
O
N
PARCE
L
3
3
6
15889 F
R
E
M
O
N
T
A
V
E
N
W
SEMSC
H
W
I
L
L
I
A
M
&
H
A
R
T
F
I
E
L
S
A
L
L
Y
PARCEL
3
0
4
3386 FRE
M
O
N
T
S
T
N
W
VLASIN E
R
I
C
L
&
B
E
T
H
A
N
Y
J
PARCEL 303
3366 FREMONT ST
N
W
MCLAIN CASEY
PARCEL 363
15894 ISLAND VIEW RD NW
PHILLIPS JOEL
PARCE
L
3
3
7
15873
F
R
E
M
O
N
T
A
V
E
N
W
RUESIN
K
S
T
E
V
E
N
J
&
K
A
R
L
E
E
N
R
PARCEL 307
3361 FREMON
T
C
I
R
N
W
SCHROEDER M
I
N
D
Y
PA
R
C
E
L
3
0
5
33
9
9
F
R
E
E
M
O
N
T
C
I
R
N
W
LI
N
K
J
O
S
E
P
H
PA
R
C
E
L
3
0
6
33
7
5
F
R
E
M
O
N
T
C
I
R
N
W
HA
N
S
E
N
J
E
F
F
R
E
Y
S
&
S
H
A
N
N
O
N
R
PARCE
L
3
3
8
15855 F
R
E
M
O
N
T
A
V
E
N
W
SINZHE
I
M
E
R
T
O
D
D
A
PARCEL 308
3330 FREMONT CIR
N
W
RYKKEN ROBERT J
PARCE
L
3
3
9
15839 F
R
E
M
O
N
T
A
V
E
N
W
SIWINS
K
I
M
I
C
H
A
E
L
&
M
A
T
T
S
O
N
L
O
R
I
PA
R
C
E
L
3
6
1
15
8
6
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FR
O
M
M
J
A
M
E
S
PA
R
C
E
L
3
1
2
34
0
0
F
R
E
E
M
O
N
T
C
I
R
N
W
ST
A
R
R
A
N
T
H
O
N
Y
J
&
J
E
S
S
I
C
A
A
PA
R
C
E
L
3
0
9
335
0
F
R
E
M
O
N
T
C
I
R
N
W
EN
G
E
L
S
O
N
R
I
C
H
A
R
D
&
M
A
R
G
A
R
E
T
PARCE
L
3
4
0
15821
F
R
E
M
O
N
T
A
V
E
N
W
HELMA
N
D
O
L
L
A
R
M
E
G
A
N
PA
R
C
E
L
3
4
1
158
0
5
F
R
E
M
O
N
T
A
V
E
N
W
LA
U
G
H
R
I
D
G
E
T
R
E
N
T
D
PARCEL
3
1
03364 FRE
M
O
N
T
C
I
R
N
W
BACHMA
N
N
J
A
M
I
E
L
Y
N
N
PA
R
C
E
L
3
1
1
33
8
4
F
R
E
M
O
N
T
C
I
R
N
W
O'H
A
L
L
O
R
A
N
B
A
R
B
A
R
A
J
O
&
S
E
A
N
P
PA
R
C
E
L
3
5
9
15
8
4
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
PI
E
R
C
E
M
A
R
T
I
N
T
PAR
C
E
L
3
1
3
1582
0
F
R
E
M
O
N
T
A
V
E
N
W
BLON
I
G
E
N
N
O
R
B
E
R
T
A
PA
R
C
E
L
3
4
2
15
7
8
7
F
R
E
M
O
N
T
A
V
E
N
W
DU
B
O
I
S
J
O
E
PA
R
C
E
L
3
4
3
15
7
7
1
F
R
E
M
O
N
T
A
V
E
N
W
G
E
Y
E
N
D
A
R
E
N
PA
R
C
E
L
3
1
4
158
0
0
F
R
E
M
O
N
T
A
V
E
N
W
KLI
N
E
J
A
Y
N
E
L
PA
R
C
E
L
3
1
5
157
8
4
F
R
E
M
O
N
T
A
V
E
N
W
MU
E
H
L
H
A
U
S
E
R
B
R
E
T
T
A
PA
R
C
E
L
3
5
5
15
7
7
4
I
S
L
A
N
D
V
I
E
W
R
D
N
W
H
O
R
R
A
C
H
W
I
L
L
I
A
M
&
M
A
R
T
A
P
A
R
C
E
L
3
4
4
15
7
5
9
F
R
E
M
O
N
T
A
V
E
N
W
BL
O
O
M
Q
U
I
S
T
P
A
T
R
I
C
K
J
&
S
H
A
W
N
A
PA
R
C
E
L
3
1
6
157
7
0
F
R
E
M
O
N
T
A
V
E
N
W
ST
E
I
N
R
A
N
D
Y
PAR
C
E
L
3
7
2
159
5
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GEIL
J
O
E
L
D
&
J
E
A
N
E
P
A
R
C
E
L
3
6
0
15
8
5
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BE
I
S
W
E
N
G
E
R
D
O
N
A
L
D
&
R
O
B
E
R
T
A
PA
R
C
E
L
3
5
8
15
8
2
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KLI
N
E
J
A
M
E
S
W
&
C
Y
N
T
H
I
A
A
PA
R
C
E
L
3
5
7
15
8
0
0
I
S
L
A
N
D
V
I
E
W
R
D
R
O
L
E
F
F
M
A
X
R
PA
R
C
E
L
3
5
6
15
7
8
6
I
S
L
A
N
D
V
I
E
W
R
D
N
W
B
O
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S
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J
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H
U
A
C
H
R
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T
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H
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&
B
O
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J
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S
S
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C
A
L
Y
N
N
PARCEL 364
15906 ISLAND VIEW RD NW
OLSEN JULIE A
PAR
C
E
L
3
6
2
1587
8
I
S
L
A
N
D
V
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W
R
D
N
W
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F
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F
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J
PA
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C
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L
2
9
7
159
9
0
F
R
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M
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N
T
A
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L
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H
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A
PA
R
C
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L
2
9
8
159
7
8
F
R
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T
A
V
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N
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CA
M
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D
A
N
I
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L
A
PARCEL
3
0
1
3345 FRE
M
O
N
T
S
T
N
W
AALAND
N
I
C
H
O
L
A
S
S
PAR
C
E
L
2
9
9
159
6
0
F
R
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M
O
N
T
A
V
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N
W
HAY
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P
A
T
R
I
C
K
W
&
S
H
E
L
L
Y
M
P
A
R
C
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L
1
0
2
1
6
0
1
5
N
O
R
T
H
W
O
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D
N
W
V
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G
K
R
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P
A
R
C
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1
0
3
1
6
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A
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R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 18: Assessable Parcels Map
August 2025
FEETSCALE
0 100 200
HORZ.
R
NOR
T
H
W
O
O
D
R
D
N
W
NORTHWOOD RD NW
FR
E
M
O
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A
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D
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C
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FREMONT ST N
W
FREMONT CIR NW
C
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Y
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A
L
C
I
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N
W
LEGEND
STREET PROJECT AREA
2027 RECONSTRUCTION
ASSESSABLE PROPERTY
MILL & OVERLAY
ASSESSABLE PROPERTY
RECLAMATION
ASSESSABLE PROPERTY
2026 RECONSTRUCTION
ASSESSABLE PROPERTY
2028 RECONSTRUCTION
ASSESSABLE PROPERTY
P
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4646 DAKOTA ST SE
PRIOR LAKE CITY O
F
&
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T
Y
M
A
N
A
G
E
R
PARCEL 294
15820 ARTIC CIR NW
COURSOLLE NATA
S
H
A
K
P
A
R
C
E
L
1
5
0
3
5
7
1
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
D
U
M
K
E
B
R
U
C
E
G
E
O
R
G
E
P
A
R
C
E
L
1
6
1
3
5
8
2
C
R
Y
S
T
A
L
B
A
Y
L
N
N
W
A
N
D
E
R
S
O
N
C
H
E
R
Y
L
P
A
R
C
E
L
3
5
4
15
7
6
4
I
S
L
A
N
D
V
I
E
W
R
D
R
E
I
T
M
E
I
E
R
K
E
V
I
N
M
P
A
R
C
E
L
3
4
5
15
7
4
1
F
R
E
M
O
N
T
A
V
E
N
W
T
R
O
N
D
S
O
N
S
H
A
N
E
R
PARCE
L
1
3
9
15745 I
S
L
A
N
D
V
I
E
W
R
D
N
W
FERG
U
S
O
N
R
O
N
W
PAR
C
E
L
3
1
7
344
5
C
R
Y
S
T
A
L
C
I
R
N
W
SW
A
N
S
O
N
D
E
N
N
I
S
P
A
R
C
E
L
3
4
6
15
7
2
3
F
R
E
M
O
N
T
A
V
E
N
W
B
R
O
W
N
T
R
O
Y
M
&
R
H
O
N
D
A
C
PA
R
C
E
L
1
4
0
157
3
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
BE
H
R
E
N
D
T
M
I
C
H
A
E
L
PARC
E
L
3
1
8
3435
C
R
Y
S
T
A
L
C
I
R
N
W
TREA
D
W
E
L
L
L
A
U
R
A
P
A
R
C
E
L
3
5
3
15750 ISLAND VIEW RD NW
S
O
L
A
R
Z
K
E
V
I
N
P
A
R
C
E
L
3
4
7
1
5
7
0
5
F
R
E
M
O
N
T
A
V
E
N
W
PI
N
T
M
A
R
V
I
N
G
&
J
U
D
I
T
H
L
PA
R
C
E
L
1
4
1
157
2
1
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GI
G
S
T
E
A
D
D
A
N
I
E
L
E
L
M
A
N
P
A
R
C
E
L
3
5
2
1
5
7
3
8
I
S
L
A
N
D
V
I
E
W
R
D
N
W
T
H
O
M
P
S
O
N
D
A
V
I
D
&
C
A
R
R
I
E
M
R
O
S
S
P
A
R
C
E
L
3
2
2
3
4
5
0
C
R
Y
S
T
A
L
C
I
R
N
W
S
C
H
L
I
E
P
B
R
U
C
E
D
&
E
L
I
Z
A
B
E
T
H
PARCEL
3
1
9
3425 CR
Y
S
T
A
L
C
I
R
N
W
PRIOR L
A
K
E
C
I
T
Y
O
F
&
C
I
T
Y
M
A
N
A
G
E
R
P
A
R
C
E
L
3
4
8
1
5
6
8
7
F
R
E
M
O
N
T
A
V
E
N
W
J
O
H
N
S
O
N
T
R
E
N
T
P
A
R
C
E
L
3
5
1
1
5
7
0
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
A
R
L
T
J
O
H
N
P
P
A
R
C
E
L
3
2
3
1
5
7
1
0
F
R
E
M
O
N
T
A
V
E
N
W
S
E
I
B
E
R
L
I
C
H
S
C
O
T
T
P
A
R
C
E
L
3
4
9
1
5
6
6
9
F
R
E
M
O
N
T
A
V
E
N
W
SI
M
O
N
D
I
A
N
A
K
PARCEL 142
15707 ISLAND VIEW RD NW
REICHERT PETER B
PA
R
C
E
L
3
2
0
343
0
C
R
Y
S
T
A
L
C
I
R
N
W
BR
A
G
G
M
I
C
H
A
E
L
S
P
A
R
C
E
L
3
5
0
1
5
6
4
5
F
R
E
M
O
N
T
A
V
E
N
W
L
U
E
D
K
E
S
T
E
V
E
N
A
PAR
C
E
L
1
4
3
156
9
5
I
S
L
A
N
D
V
I
E
W
R
D
N
W
EVE
N
S
O
N
B
R
A
D
L
E
Y
M
A
T
T
H
E
W
PARCEL 321
3440 CRYSTAL CIR NW
HOFFMAN ROBERT J III
P
A
R
C
E
L
3
2
4
1
5
6
9
0
F
R
E
M
O
N
T
A
V
E
N
W
S
C
H
M
I
T
Z
W
I
L
L
I
A
M
J
&
S
U
S
A
N
J
PAR
C
E
L
1
4
4
156
8
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
FIEL
D
D
A
N
I
E
L
E
P
A
R
C
E
L
3
2
5
1
5
6
7
2
F
R
E
M
O
N
T
A
V
E
N
W
S
L
A
T
E
R
M
A
T
T
H
E
W
&
S
L
A
T
E
R
S
A
R
A
H
P
A
R
C
E
L
3
2
6
1
5
6
5
4
F
R
E
M
O
N
T
A
V
E
N
W
M
O
R
T
O
N
D
A
N
I
E
L
J
PAR
C
E
L
1
4
5
156
7
3
I
S
L
A
N
D
V
I
E
W
R
D
N
W
KOR
S
T
A
D
C
A
N
D
I
C
E
K
P
A
R
C
E
L
3
2
7
1
5
6
3
6
F
R
E
M
O
N
T
A
V
E
N
W
FI
N
K
E
N
A
U
R
S
T
E
P
H
E
N
P
&
J
O
D
Y
L
PARCEL 328
15616 FREMONT AVE NW
BERGER SUZANNE M
PA
R
C
E
L
1
4
6
15
7
0
2
I
S
L
A
N
D
V
I
E
W
R
D
N
W
ISL
A
N
D
V
I
E
W
5
T
H
A
D
D
N
A
S
S
N
&
P
E
T
E
R
W
H
A
T
L
E
Y
PARCEL
1
4
715567 F
R
E
M
O
N
T
A
V
E
N
W
NELSON
M
A
R
K
D
&
L
A
U
R
A
L
PARCEL 148
15549 FREMONT
A
V
E
N
W
PENNE JONATH
A
N
E
PARCEL 149
15531 FREMONT AVE NW
CONROY MICHAEL J
PARCEL
350 HWY 212 E
CRYSTAL BAY TOWNHOMES ASSOC & %212 DEV
G
R
O
U
P
PA
R
C
E
L
1
3
5
158
0
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GR
A
B
S
K
I
B
E
N
J
A
M
I
N
W
PA
R
C
E
L
1
3
6
157
8
9
I
S
L
A
N
D
V
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E
W
R
D
N
W
GA
R
D
I
N
E
R
C
H
A
R
L
E
S
I
I
I
&
G
A
R
D
I
N
E
R
J
E
S
S
I
C
A
PA
R
C
E
L
1
3
7
157
6
9
I
S
L
A
N
D
V
I
E
W
R
D
N
W
GR
O
H
B
R
I
A
N
L
&
L
I
N
D
A
A
PA
R
C
E
L
1
3
8
157
5
7
I
S
L
A
N
D
V
I
E
W
R
D
N
W
HE
L
M
B
A
C
H
E
R
K
E
I
T
H
M
PARC
E
L
3
4
0
PA
R
C
E
L
3
4
1
158
0
5
F
R
E
M
O
N
T
A
V
E
N
W
LA
U
G
H
R
I
D
G
E
T
R
E
N
T
D
33
8
4
F
R
E
M
O
N
T
C
I
R
N
W
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A
L
L
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R
A
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B
A
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B
A
R
A
J
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&
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E
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P
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L
3
5
9
15
8
4
2
I
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L
A
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W
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D
N
W
PI
E
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C
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M
A
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I
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T
PAR
C
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L
3
1
3
1582
0
F
R
E
M
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T
A
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W
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N
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N
N
O
R
B
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R
T
A
PA
R
C
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L
3
4
2
15
7
8
7
F
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A
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3
1
4
158
0
0
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A
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W
KLI
N
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J
A
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PA
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C
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L
3
1
5
157
8
4
F
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3
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16154
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1
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D
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PARCE
L
3
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9
3358 G
L
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W
A
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T
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N
W
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A
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R
Northwood Road Area Street & Utility Improvements
City of Prior Lake
Figure 19: Assessable Parcels Map
August 2025
FEETSCALE
0 100 200
HORZ.
R
FRE
M
O
N
T
A
V
E
N
W
C
R
Y
S
T
A
L
C
I
R
N
W
ISL
A
N
D
V
I
E
W
R
D
N
W
154TH ST NW
LEGEND
STREET PROJECT AREA
2027 RECONSTRUCTION
ASSESSABLE PROPERTY
MILL & OVERLAY
ASSESSABLE PROPERTY
RECLAMATION
ASSESSABLE PROPERTY
2026 RECONSTRUCTION
ASSESSABLE PROPERTY
2028 RECONSTRUCTION
ASSESSABLE PROPERTY
Appendix B: Preliminary Cost Estimate
PRELIMINARY ENGINEER'S ESTIMATE
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
SCHEDULE "A" - BASE BID
STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER
1 2021.501 MOBILIZATION LUMP SUM 0.18 0.01 0.03 0.05 0.16 0.03 0.06 0.05 0.14 0.01 0.06 0.06 0.09 0.00 0.00 0.00 0.06 0.01 0.00 0.00 1.00 $500,000.00 500,000.00$
2 2100.601 LIFT STATION REHABILITATION 1 (LS 25 BUTTERNUT) LUMP SUM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $315,000.00 315,000.00$
3 2100.601 LIFT STATION REHABILITATION 2 (LS 26 NORTHWOOD) LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $400,000.00 400,000.00$
4 2101.502 CLEARING EACH 6 0 0 0 7 0 0 0 61 0 0 0 26 0 0 0 22 0 0 0 122.00 $600.00 73,200.00$
5 2101.502 GRUBBING EACH 6 0 0 0 8 0 0 0 61 0 0 0 26 0 0 0 22 0 0 0 123.00 $250.00 30,750.00$
6 2104.502 REMOVE MANHOLE OR CATCH BASIN EACH 0 11 0 0 0 17 0 0 0 10 0 0 0 3 0 0 0 2 0 0 43.00 $400.00 17,200.00$
7 2104.502 REMOVE CASTING (SANITARY) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 0 0 0 36 0 63.00 $200.00 12,600.00$
8 2104.502 REMOVE CASTING (STORM) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1.00 $200.00 200.00$
9 2104.502 REMOVE GATE VALVE & BOX EACH 0 0 0 9 0 0 0 12 0 0 0 21 0 0 0 0 0 0 0 0 42.00 $300.00 12,600.00$
10 2104.502 REMOVE VALVE BOX (1) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 4.00 $300.00 1,200.00$
11 2104.502 REMOVE HYDRANT EACH 0 0 0 4 0 0 0 5 0 0 0 9 0 0 0 0 0 0 0 0 18.00 $350.00 6,300.00$
12 2104.502 REMOVE DRAINAGE STRUCTURE (SANITARY) EACH 0 0 9 0 0 0 6 0 0 0 9 0 0 0 0 0 0 0 0 0 24.00 $500.00 12,000.00$
13 2104.502 REMOVE SIGN EACH 4 0 0 0 22 0 0 0 31 0 0 0 7 0 0 0 0 0 0 0 64.00 $50.00 3,200.00$
14 2104.502 SALVAGE SIGN PANEL EACH 0 0 0 0 3 0 0 0 4 0 0 0 1 0 0 0 0 0 0 0 8.00 $75.00 600.00$
15 2104.502 SALVAGE MAILBOX SUPPORT (2) EACH 44 0 0 0 34 0 0 0 60 0 0 0 14 0 0 0 0 0 0 0 152.00 $200.00 30,400.00$
16 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH) LIN FT 500.93 0 0 0 207.93 0 0 0 191.13 0 0 0 277.24 0 0 0 78.76 0 0 0 1255.99 $6.00 7,535.94$
17 2104.503 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT 751.72 0 0 0 668.78 0 0 0 865.11 0 0 0 1356.46 0 0 0 313.92 0 0 0 3955.99 $4.00 15,823.96$
18 2104.503 REMOVE WATERMAIN LIN FT 0 0 0 3679.49 0 0 0 817.1 0 0 0 4174.4 0 0 0 0 0 0 0 0 8670.99 $7.00 60,696.93$
19 2104.503 REMOVE SEWER PIPE (STORM) LIN FT 0 802.79 0 0 0 1560.47 0 0 0 258.15 0 0 0 131.18 0 0 0 157.41 0 0 2910.00 $15.00 43,650.00$
20 2104.503 REMOVE SEWER PIPE (SANITARY) LIN FT 0 0 2342.83 0 0 0 372.79 0 0 0 1414.38 0 0 0 0 0 0 0 0 0 4130.00 $6.00 24,780.00$
21 2104.503 REMOVE CURB & GUTTER (SPOT) (3) LIN FT 0 0 0 0 0 0 0 0 0 0 0 0 2050 0 0 0 2780 0 0 0 4830.00 $10.00 48,300.00$
22 2104.503 REMOVE CURB & GUTTER LIN FT 7341.45 0 0 0 8236.62 0 0 0 7591.5 0 0 0 2200.43 0 0 0 0 0 0 0 25370.00 $5.00 126,850.00$
23 2104.503 REMOVE RETAINING WALL LIN FT 0 0 0 0 63.27 0 0 0 136.73 0 0 0 0 0 0 0 0 0 0 0 200.00 $25.00 5,000.00$
24 2104.503 REMOVE FORCEMAIN LIN FT 0 0 0 0 0 0 1356.07 0 0 0 1573.93 0 0 0 0 0 0 0 0 0 2930.00 $10.00 29,300.00$
25 2104.503 SALVAGE FENCE LIN FT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 90.00 $15.00 1,350.00$
26 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 552.64 0 0 0 561.67 0 0 0 276.82 0 0 0 288.86 0 0 0 0 0 0 0 1679.99 $10.00 16,799.90$
27 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 1089.68 0 0 0 892.55 0 0 0 733.46 0 0 0 504.31 0 0 0 0 0 0 0 3220.00 $8.00 25,760.00$
28 2104.504 REMOVE BITUMINOUS PAVEMENT (P)(4) SQ YD 12834.6 0 0 0 11716.72 0 0 0 12068.68 0 0 0 0 0 0 0 0 0 0 0 36620.00 $3.75 137,325.00$
29 2104.507 REMOVE RIP RAP CU YD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 15.00 $45.00 675.00$
30 2104.518 REMOVE BITUMINOUS WALK SQ FT 0 0 0 0 0 0 0 0 242 0 0 0 411 0 0 0 688 0 0 0 1341.00 $2.00 2,682.00$
31 2104.518 REMOVE CONCRETE WALK (SPOT) (3) SQ FT 0 0 0 0 0 0 0 0 0 0 0 0 376 0 0 0 3175 0 0 0 3551.00 $2.50 8,877.50$
32 2104.518 REMOVE CONCRETE WALK SQ FT 0 0 0 0 14580 0 0 0 15154 0 0 0 218 0 0 0 989 0 0 0 30941.00 $1.75 54,146.75$
33 2104.518 REMOVE CONCRETE PAVEMENT (VALLEY GUTTER) SQ YD 0 0 0 0 342 0 0 0 0 0 0 0 81 0 0 0 0 0 0 0 423.00 $12.00 5,076.00$
34 2104.602 ABANDON MANHOLE (SANITARY) (5) EACH 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $1,500.00 1,500.00$
35 2104.603 ABANDON PIPE SEWER (SANITARY) (5) LIN FT 0 0 0 0 0 0 85 0 0 0 0 0 0 0 0 0 0 0 0 0 85.00 $20.00 1,700.00$
36 2104.603 ABANDON WATERMAIN (5) LIN FT 0 0 0 0 0 0 0 725 0 0 0 475 0 0 0 0 0 0 0 0 1200.00 $20.00 24,000.00$
37 2104.618 SALVAGE BRICK PAVERS SQ FT 0 0 0 0 22 0 0 0 41 0 0 0 0 0 0 0 0 0 0 0 63.00 $8.00 504.00$
38 2106.507 EXCAVATION - COMMON (EV)(P) CU YD 58528.11 0 0 0 11508.93 0 0 0 12160.26 0 0 0 3002.7 0 0 0 0 0 0 0 85200.00 $16.00 1,363,200.00$
39 2106.507 EXCAVATION - MUCK (EV)(3) CU YD 705.14 0 0 0 800.14 0 0 0 754.74 0 0 0 1079.98 0 0 0 0 0 0 0 3340.00 $16.00 53,440.00$
40 2106.507 EXCAVATION - SUBGRADE (EV)(P) CU YD 783.14 0 0 0 888.64 0 0 0 838.22 0 0 0 0 0 0 0 0 0 0 0 2510.00 $16.00 40,160.00$
41 2106.507 SELECT GRANULAR EMBANKMENT (CV)(P) CU YD 9413.23 0 0 0 10681.42 0 0 0 10075.36 0 0 0 0 0 0 0 0 0 0 0 30170.01 $30.00 905,100.30$
42 2106.507 COMMON EMBANKMENT (CV)(P) CU YD 15.52 0 0 0 25.86 0 0 0 25.86 0 0 0 82.76 0 0 0 0 0 0 0 150.00 $10.00 1,500.00$
43 2106.507 STABILIZING AGGREGATE (3" CLEAR) (CV)(3) CU YD 705.14 0 0 0 800.14 0 0 0 754.74 0 0 0 1079.98 0 0 0 0 0 0 0 3340.00 $35.00 116,900.00$
44 2106.601 DEWATERING LUMP SUM 0 0 0.6 0 0 0 0.09 0 0 0 0.31 0 0 0 0 0 0 0 0 0 1.00 $15,000.00 15,000.00$
45 2108.504 GEOTEXTILE FABRIC TYPE 9 (P) SQ YD 14133.88 0 0 0 16038.05 0 0 0 15128.06 0 0 0 0 0 0 0 0 0 0 0 45299.99 $2.75 124,574.97$
46 2118.507 AGGREGATE SURFACING CLASS 2 (CV) TON 3 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.00 $45.00 225.00$
47 2123.510 COMMON LABORERS (3) HOUR 30 0 0 0 30 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 90.00 $100.00 9,000.00$
48 2123.510 DOZER (3) HOUR 10 0 0 0 10 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 30.00 $210.00 6,300.00$
49 2123.510 3.0 CU YD FRONT END LOADER (3) HOUR 10 0 0 0 10 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 30.00 $200.00 6,000.00$
50 2123.610 CRAWLER MOUNTED BACKHOE (3) HOUR 10 0 0 0 10 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 30.00 $290.00 8,700.00$
51 2123.610 STREET SWEEPER (WITH PICKUP BROOM) (3) HOUR 40 0 0 0 40 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 120.00 $170.00 20,400.00$
52 2123.610 EXPLORATORY EXCAVATION (3) HOUR 20 0 0 0 20 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 60.00 $500.00 30,000.00$
53 2211.507 AGGREGATE BASE CLASS 5 (CV)(P) CU YD 2352.53 0 0 0 2669.47 0 0 0 2518 0 0 0 0 0 0 0 0 0 0 0 7540.00 $38.00 286,520.00$
54 2215.504 FULL DEPTH RECLAMATION (P) SQ YD 0 0 0 0 0 0 0 0 0 0 0 0 23900 0 0 0 0 0 0 0 23900.00 $3.50 83,650.00$
55 2231.604 REMOVE AND PATCH BITUMINOUS PAVEMENT (6) SQ YD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2317 0 0 0 2317.00 $30.00 69,510.00$
56 2232.504 MILL BITUMINOUS SURFACE (2.0") (P) SQ YD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23630 0 0 0 23630.00 $2.00 47,260.00$
57 2356.504 BITUMINOUS SEAL COAT (TEXAS UNDERSEAL) (P) SQ YD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23630 0 0 0 23630.00 $3.00 70,890.00$
58 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 630.08 0 0 0 679.86 0 0 0 638.21 0 0 0 1189.49 0 0 0 1274.35 0 0 0 4411.99 $3.00 13,235.97$
59 2360.504 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) 3.0" THICK (7) SQ YD 1134.2 0 0 0 1082.5 0 0 0 766.77 0 0 0 434.54 0 0 0 0 0 0 0 3418.01 $50.00 170,900.50$
60 2360.509 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) TON 981.87 0 0 0 1059.44 0 0 0 994.54 0 0 0 2046.34 0 0 0 2647.8 0 0 0 7729.99 $85.00 657,049.15$
61 2360.509 TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,C) TON 1635.14 0 0 0 1764.32 0 0 0 1656.23 0 0 0 2894.31 0 0 0 0 0 0 0 7950.00 $85.00 675,750.00$
62 2411.618 PREFABRICATED MODULAR BLOCK WALL SQ FT 0 0 0 0 120 0 0 0 300 0 0 0 0 0 0 0 0 0 0 0 420.00 $95.00 39,900.00$
63 2451.507 GRANULAR BACKFILL (SANITARY) (CV)(3) CU YD 0 0 2988.51 0 0 0 448.01 0 0 0 1524.48 0 0 0 0 0 0 0 0 0 4961.00 $24.00 119,064.00$
64 2451.507 GRANULAR BACKFILL (STORM) (CV)(3) CU YD 0 124.33 0 0 0 581.49 0 0 0 222.85 0 0 0 25.81 0 0 0 41.52 0 0 996.00 $24.00 23,904.00$
65 2451.507 GRANULAR BACKFILL (WATER) (CV)(3) CU YD 0 0 0 3429.88 0 0 0 2763.91 0 0 0 3531.21 0 0 0 0 0 0 0 0 9725.00 $24.00 233,400.00$
66 2451.507 AGGREGATE BACKFILL (CV)(3) CU YD 0 0 359.94 0 0 0 288.84 0 0 0 1524.21 0 0 0 0 0 0 0 0 0 2172.99 $26.00 56,497.74$
67 2501.502 18" RC PIPE APRON (8) EACH 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1 0 0 3.00 $1,600.00 4,800.00$
68 2501.502 42" RC PIPE APRON (8) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2.00 $3,500.00 7,000.00$
69 2502.503 4" PERF TP PIPE DRAIN (9) LIN FT 7340 0 0 0 8235 0 0 0 7590 0 0 0 458 0 0 0 0 0 0 0 23623.00 $12.00 283,476.00$
UNIT
RECONSTRUCTION (2026)TOTAL
ESTIMATED
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED TOTAL
PRICE
RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027)ITEM
NO.SPEC. REF DESCRIPTION NOTES
RECONSTRUCTION (2028 - TBD)
Engineer's Estimate 8/6/2025 1 of 4 City of Prior Lake, MN
PRELIMINARY ENGINEER'S ESTIMATE
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
SCHEDULE "A" - BASE BID
STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER
UNIT
RECONSTRUCTION (2026)TOTAL
ESTIMATED
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED TOTAL
PRICE
RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027)ITEM
NO.SPEC. REF DESCRIPTION NOTES
RECONSTRUCTION (2028 - TBD)
70 2502.602 4" PVC PIPE DRAIN CLEANOUT EACH 26 0 0 0 28 0 0 0 26 0 0 0 2 0 0 0 0 0 0 0 82.00 $250.00 20,500.00$
71 2503.601 TEMPORARY BYPASS PUMPING 1 (LS 25 BUTTERNUT & ASSOCIATED FM) LUMP SUM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $60,000.00 60,000.00$
72 2503.601 TEMPORARY BYPASS PUMPING 2 (LS 26 NORTHWOOD & ASSOCIATED FM) LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $60,000.00 60,000.00$
73 2503.503 12" RC PIPE SEWER CLASS V LIN FT 0 0 0 0 0 0 0 0 0 13 0 0 0 10 0 0 0 0 0 0 23.00 $70.00 1,610.00$
74 2503.503 15" RC PIPE SEWER CLASS V LIN FT 0 248.67 0 0 0 944.95 0 0 0 649.86 0 0 0 26.52 0 0 0 0 0 0 1870.00 $65.00 121,550.00$
75 2503.503 18" RC PIPE SEWER CLASS III LIN FT 0 9 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 45 0 0 70.00 $70.00 4,900.00$
76 2503.503 21" RC PIPE SEWER CLASS III LIN FT 0 0 0 0 0 140 0 0 0 0 0 0 0 65 0 0 0 0 0 0 205.00 $85.00 17,425.00$
77 2503.503 24" RC PIPE SEWER CLASS III LIN FT 0 170 0 0 0 1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1170.00 $95.00 111,150.00$
78 2503.503 30" RC PIPE SEWER CLASS III LIN FT 0 0 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00 $150.00 1,500.00$
79 2503.503 42" RC PIPE SEWER CLASS III LIN FT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 140 0 0 140.00 $250.00 35,000.00$
80 2503.602 AIR RELIEF MANHOLE EACH 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $20,000.00 20,000.00$
81 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 0 0 4 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 10.00 $2,000.00 20,000.00$
82 2503.602 CONNECT TO EXISTING MANHOLES (SAN) EACH 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1.00 $2,500.00 2,500.00$
83 2503.602 CONNECT TO EXISTING STORM SEWER EACH 0 4 0 0 0 6 0 0 0 7 0 0 0 2 0 0 0 1 0 0 20.00 $1,500.00 30,000.00$
84 2503.602 8"X4" PVC WYE (SDR 26) EACH 0 0 37 0 0 0 4 0 0 0 8 0 0 0 0 0 0 0 0 0 49.00 $350.00 17,150.00$
85 2503.602 10"X4" PVC WYE (SDR 26) EACH 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 3.00 $650.00 1,950.00$
86 2503.603 6" PVC PIPE SEWER (SDR 35) LIN FT 0 0 0 0 0 0 25 0 0 0 0 0 0 0 0 0 0 0 0 0 25.00 $50.00 1,250.00$
87 2503.603 8" PVC PIPE SEWER (SDR 35) LIN FT 0 0 2252 0 0 0 359 0 0 0 1000 0 0 0 0 0 0 0 0 0 3611.00 $70.00 252,770.00$
88 2503.603 10" PVC PIPE SEWER (SDR 35) LIN FT 0 0 0 0 0 0 0 0 0 0 385 0 0 0 0 0 0 0 0 0 385.00 $80.00 30,800.00$
89 2503.603 4" PVC SANITARY SERVICE PIPE LIN FT 0 0 1110 0 0 0 120 0 0 0 330 0 0 0 0 0 0 0 0 0 1560.00 $50.00 78,000.00$
90 2503.603 6" SANITARY FORCEMAIN (10) LIN FT 0 0 0 0 0 0 1387 0 0 0 0 0 0 0 0 0 0 0 0 0 1387.00 $85.00 117,895.00$
91 2503.603 8" SANITARY FORCEMAIN (10) LIN FT 0 0 0 0 0 0 0 0 0 0 1580 0 0 0 0 0 0 0 0 0 1580.00 $85.00 134,300.00$
92 2503.608 DUCTILE IRON FITTINGS LB 0 0 0 0 0 0 580 0 0 0 55 0 0 0 0 0 0 0 0 0 635.00 $14.00 8,890.00$
93 2504.601 TEMPORARY WATER SERVICE LUMP SUM 0 0 0 0.5 0 0 0 0.1 0 0 0 0.4 0 0 0 0 0 0 0 0 1.00 $25,000.00 25,000.00$
94 2504.602 CONNECT TO EXISTING WATERMAIN EACH 0 0 0 2 0 0 0 5 0 0 0 4 0 0 0 0 0 0 0 0 11.00 $2,000.00 22,000.00$
95 2504.602 HYDRANT EACH 0 0 0 8 0 0 0 6 0 0 0 10 0 0 0 0 0 0 0 0 24.00 $6,500.00 156,000.00$
96 2504.602 VALVE BOX (1) EACH 0 0 0 0.2 0 0 0 1.2 0 0 0 0 0 0 0 2 0 0 0 2.6 6.00 $800.00 4,800.00$
97 2504.602 ADJUST VALVE BOX EACH 1 0 0 0 6 0 0 0 0 0 0 0 10 0 0 0 13 0 0 0 30.00 $400.00 12,000.00$
98 2504.602 1" CORPORATION STOP EACH 0 0 0 46 0 0 0 37 0 0 0 41 0 0 0 0 0 0 0 0 124.00 $400.00 49,600.00$
99 2504.602 6" GATE VALVE & BOX EACH 0 0 0 8 0 0 0 7 0 0 0 10 0 0 0 0 0 0 0 0 25.00 $2,600.00 65,000.00$
100 2504.602 8" GATE VALVE & BOX EACH 0 0 0 5 0 0 0 1 0 0 0 4 0 0 0 0 0 0 0 0 10.00 $3,600.00 36,000.00$
101 2504.602 12" GATE VALVE & BOX EACH 0 0 0 3 0 0 0 9 0 0 0 8 0 0 0 0 0 0 0 0 20.00 $5,500.00 110,000.00$
102 2504.602 1" CURB STOP & BOX EACH 0 0 0 46 0 0 0 37 0 0 0 41 0 0 0 0 0 0 0 0 124.00 $550.00 68,200.00$
103 2504.602 INSTALL SPRINKLER HEAD (11) EACH 245 0 0 0 235 0 0 0 147 0 0 0 141 0 0 0 94 0 0 0 862.00 $100.00 86,200.00$
104 2504.603 INSTALL SPRINKLER SYSTEM (12) LIN FT 3670.14 0 0 0 3512.64 0 0 0 2200.09 0 0 0 2125.08 0 0 0 1390.05 0 0 0 12898.00 $9.00 116,082.00$
105 2504.603 1" TYPE PE PIPE LIN FT 0 0 0 1496 0 0 0 1265 0 0 0 1287 0 0 0 0 0 0 0 0 4048.00 $40.00 161,920.00$
106 2504.603 6" WATERMAIN DUCTILE IRON CL 52 (10) LIN FT 0 0 0 130 0 0 0 121 0 0 0 162 0 0 0 0 0 0 0 0 413.00 $75.00 30,975.00$
107 2504.603 8" PVC WATERMAIN (10) LIN FT 0 0 0 2124 0 0 0 959 0 0 0 915 0 0 0 0 0 0 0 0 3998.00 $75.00 299,850.00$
108 2504.603 12" PVC WATERMAIN (10) LIN FT 0 0 0 1531 0 0 0 1916 0 0 0 3050 0 0 0 0 0 0 0 0 6497.00 $100.00 649,700.00$
109 2504.604 4" POLYSTYRENE INSULATION SQ YD 0 0 0 24 0 0 0 24 0 0 0 16 0 0 0 0 0 0 0 0 64.00 $45.00 2,880.00$
110 2504.608 DUCTILE IRON FITTINGS LB 0 0 0 1954 0 0 0 1721.7 0 0 0 3372.3 0 0 0 0 0 0 0 0 7048.00 $14.00 98,672.00$
111 2506.502 CASTING ASSEMBLY (SANITARY) (13) EACH 0 0 14 0 0 0 5 0 0 0 8 0 0 0 27 0 0 0 36 0 90.00 $1,250.00 112,500.00$
112 2506.502 CASTING ASSEMBLY (STORM) EACH 0 15 0 0 0 38 0 0 0 21 0 0 0 3 0 0 0 3 0 0 80.00 $950.00 76,000.00$
113 2506.502 ADJUST FRAME & RING CASTING EACH 0 0 0 0 3 0 0 0 0 0 0 0 13 0 0 0 39 0 0 0 55.00 $850.00 46,750.00$
114 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN H LIN FT 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 8.00 $500.00 4,000.00$
115 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3' CB) (14) LIN FT 0 17 0 0 0 40 0 0 0 30 0 0 0 4 0 0 0 8 0 0 99.00 $500.00 49,500.00$
116 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 4007 (SAN) LIN FT 0 0 161.8 0 0 0 80 0 0 0 122 0 0 0 0 0 0 0 0 0 363.80 $400.00 145,520.00$
117 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 0 0 0 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19.00 $600.00 11,400.00$
118 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4022 (15) LIN FT 0 34 0 0 0 61 0 0 0 53.5 0 0 0 5 0 0 0 5 0 0 158.50 $625.00 99,062.50$
119 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4022 (15) LIN FT 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5.00 $850.00 4,250.00$
120 2506.503 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4022 (15) LIN FT 0 0 0 0 0 20.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20.50 $1,200.00 24,600.00$
121 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
122 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
123 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 3 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
124 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 4 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
125 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 5 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
126 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 6 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
127 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 7 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
128 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 8 (SAFL BAFFLE W/ SUMP) EACH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
129 2506.602 CONSTRUCT DRAINIAGE STRUCTURE DESIGN SPECIAL 9 (SAFL BAFFLE W/ SUMP) EACH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
130 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 10 (SAFL BAFFLE W/ SUMP) EACH 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
131 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 11 (SAFL BAFFLE W/ SUMP) EACH 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1.00 $10,000.00 10,000.00$
132 2506.602 CASTING ASSEMBLY SPECIAL (16) EACH 0 0 0 12 0 0 0 7 0 0 0 13 0 0 0 5 0 0 0 0 37.00 $300.00 11,100.00$
133 2511.507 RANDOM RIPRAP CLASS III (17) CU YD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 0 20.00 $100.00 2,000.00$
134 2511.507 RANDOM RIPRAP CLASS IV (17) CU YD 0 0 0 0 0 358.02 0 0 0 0 0 0 0 0 0 0 0 59.98 0 0 418.00 $100.00 41,800.00$
135 2521.518 4" CONCRETE WALK (7) SQ FT 0 0 0 0 13450 0 0 0 13500 0 0 0 7790 0 0 0 2396 0 0 0 37136.00 $8.00 297,088.00$
136 2521.518 4" CONCRETE WALK (SPOT) (3)(7) SQ FT 0 0 0 0 0 0 0 0 0 0 0 0 300.82 0 0 0 2540.18 0 0 0 2841.00 $14.00 39,774.00$
137 2521.518 6" CONCRETE WALK (7) SQ FT 0 0 0 0 1200 0 0 0 1890 0 0 0 2276 0 0 0 1080 0 0 0 6446.00 $16.00 103,136.00$
138 2521.518 6" CONCRETE WALK (SPOT) (3)(7) SQ FT 0 0 0 0 0 0 0 0 0 0 0 0 75.18 0 0 0 634.82 0 0 0 710.00 $24.00 17,040.00$
Engineer's Estimate 8/6/2025 2 of 4 City of Prior Lake, MN
PRELIMINARY ENGINEER'S ESTIMATE
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
SCHEDULE "A" - BASE BID
STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER
UNIT
RECONSTRUCTION (2026)TOTAL
ESTIMATED
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED TOTAL
PRICE
RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027)ITEM
NO.SPEC. REF DESCRIPTION NOTES
RECONSTRUCTION (2028 - TBD)
139 2521.518 3" BITUMINOUS WALK (7) SQ FT 0 0 0 0 0 0 0 0 166 0 0 0 100 0 0 0 513 0 0 0 779.00 $3.50 2,726.50$
140 2521.602 DRILL & GROUT REINF BAR (EPOXY COATED) EACH 0 0 0 0 120 0 0 0 165 0 0 0 96 0 0 0 132 0 0 0 513.00 $13.00 6,669.00$
141 2531.503 CONCRETE CURB & GUTTER DESIGN D418 LIN FT 898.98 0 0 0 0 0 0 0 202.02 0 0 0 0 0 0 0 0 0 0 0 1101.00 $22.00 24,222.00$
142 2531.503 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 6450 0 0 0 8235 0 0 0 7390 0 0 0 2200 0 0 0 0 0 0 0 24275.00 $20.00 485,500.00$
143 2531.503 CONCRETE CURB & GUTTER DESIGN SPECIAL SURMOUNTABLE (SPOT) (3)(18) LIN FT 0 0 0 0 0 0 0 0 0 0 0 0 2050 0 0 0 2780 0 0 0 4830.00 $40.00 193,200.00$
144 2531.504 6" CONCRETE DRIVEWAY PAVEMENT (7) SQ YD 620 0 0 0 787 0 0 0 213 0 0 0 458 0 0 0 0 0 0 0 2078.00 $90.00 187,020.00$
145 2531.504 8" CONCRETE DRIVEWAY PAVEMENT (7) SQ YD 0 0 0 0 0 0 0 0 150 0 0 0 76 0 0 0 0 0 0 0 226.00 $120.00 27,120.00$
146 2531.604 7" CONCRETE VALLEY GUTTER SQ YD 0 0 0 0 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 34.00 $110.00 3,740.00$
147 2531.618 TRUNCATED DOMES SQ FT 0 0 0 0 126 0 0 0 186 0 0 0 109 0 0 0 196 0 0 0 617.00 $60.00 37,020.00$
148 2540.602 INSTALL MAILBOX SUPPORT (2) EACH 44 0 0 0 34 0 0 0 60 0 0 0 14 0 0 0 0 0 0 0 152.00 $250.00 38,000.00$
149 2540.618 INSTALL BRICK PAVERS SQ FT 0 0 0 0 22 0 0 0 41 0 0 0 0 0 0 0 0 0 0 0 63.00 $25.00 1,575.00$
150 2540.621 LANDSCAPING RESTORATION ALLOWANCE DOL 7500 0 0 0 5000 0 0 0 5000 0 0 0 5000 0 0 0 0 0 0 0 22500.00 $1.00 22,500.00$
151 2557.503 WIRE FENCE DESIGN 48V-9322 LIN FT 0 0 0 0 0 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 200.00 $125.00 25,000.00$
152 2557.603 INSTALL FENCE LIN FT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 0 0 0 90.00 $50.00 4,500.00$
153 2563.601 TRAFFIC CONTROL LUMP SUM 0.18 0.01 0.03 0.05 0.16 0.03 0.06 0.05 0.14 0.01 0.06 0.06 0.09 0.00 0.00 0.00 0.06 0.01 0.00 0.00 1.00 $40,000.00 40,000.00$
154 2563.602 VEHICLE SPEED FEEDBACK SIGN EACH 0 0 0 0 2 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 4.00 $15,000.00 60,000.00$
155 2564.502 INSTALL SIGN PANEL (19) EACH 0 0 0 0 3 0 0 0 4 0 0 0 1 0 0 0 0 0 0 0 8.00 $115.00 920.00$
156 2564.518 SIGN PANELS TYPE C (19) SQ FT 30.55 0 0 0 75.36 0 0 0 200.3 0 0 0 28.79 0 0 0 0 0 0 0 335.00 $65.00 21,775.00$
157 2564.518 SIGN PANELS TYPE SPECIAL (STREET NAME BLADES) (19) EACH 4 0 0 0 17 0 0 0 8 0 0 0 6 0 0 0 0 0 0 0 35.00 $250.00 8,750.00$
158 2571.502 DECIDUOUS TREE 2.5" CAL B&B EACH 6 0 0 0 7 0 0 0 42 0 0 0 17 0 0 0 0 0 0 0 72.00 $750.00 54,000.00$
159 2572.602 TREE PRUNING (3) HOUR 4 0 0 0 3 0 0 0 6 0 0 0 6 0 0 0 0 0 0 0 19.00 $200.00 3,800.00$
160 2573.501 STABILIZED CONSTRUCTION EXIT LUMP SUM 0.34 0 0 0 0.33 0 0 0 0.33 0 0 0 0 0 0 0 0 0 0 0 1.00 $9,000.00 9,000.00$
161 2573.502 STORM DRAIN INLET PROTECTION EACH 16 0 0 0 33 0 0 0 23 0 0 0 13 0 0 0 50 0 0 0 135.00 $200.00 27,000.00$
162 2573.503 SILT FENCE, TYPE MS LIN FT 4950 0 0 0 300 0 0 0 2600 0 0 0 0 0 0 0 250 0 0 0 8100.00 $3.00 24,300.00$
163 2573.503 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40 0 0 0 40.00 $25.00 1,000.00$
164 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 1000 0 0 0 350 0 0 0 650 0 0 0 0 0 0 0 500 0 0 0 2500.00 $4.00 10,000.00$
165 2574.507 COMMON TOPSOIL BORROW (LV) CU YD 828.45 0 0 0 1320.22 0 0 0 1220.39 0 0 0 444.64 0 0 0 406.3 0 0 0 4220.00 $30.00 126,600.00$
166 2575.504 SODDING TYPE LAWN SQ YD 7423.28 0 0 0 11745.69 0 0 0 4204.06 0 0 0 3984.17 0 0 0 2139.8 0 0 0 29497.00 $12.00 353,964.00$
167 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 AND SEED MIXTURE (NATIVE) (20) SQ YD 0 0 0 0 0 0 0 0 115 0 0 0 0 0 0 0 115 0 0 0 230.00 $3.00 690.00$
168 2575.504 ROLLED EROSION PREVENTION CATEGORY 20 AND SEED MIXTURE (WETLAND) (20) SQ YD 0 0 0 0 0 0 0 0 1851.97 0 0 0 0 0 0 0 115.03 0 0 0 1967.00 $3.00 5,901.00$
169 2575.504 HYDRAULIC BONDED FIBER MATRIX AND SEED MIXTURE (TURF) (20) SQ YD 0 0 0 0 86.25 0 0 0 4944.81 0 0 0 0 0 0 0 1310.95 0 0 0 6342.01 $2.00 12,684.02$
170 2580.503 INTERIM PAVEMENT MARKING (21) LIN FT 0 0 0 0 8200 0 0 0 8600 0 0 0 0 0 0 0 0 0 0 0 16800.00 $0.75 12,600.00$
171 2582.503 4" SOLID LINE MULTI-COMPONENT LIN FT 0 0 0 0 5600 0 0 0 5800 0 0 0 4000 0 0 0 1600 0 0 0 17000.00 $1.00 17,000.00$
172 2582.503 24" SOLID LINE MULTI-COMPONENT LIN FT 0 0 0 0 110 0 0 0 56 0 0 0 76 0 0 0 14 0 0 0 256.00 $10.00 2,560.00$
173 2582.503 4" DOUBLE SOLID LINE MULTI-COMPONENT LIN FT 0 0 0 0 2600 0 0 0 2800 0 0 0 2000 0 0 0 800 0 0 0 8200.00 $1.50 12,300.00$
174 2582.518 CROSSWALK MULTI-COMPONENT SQ FT 0 0 0 0 582 0 0 0 342 0 0 0 324 0 0 0 168 0 0 0 1416.00 $10.00 14,160.00$
SCHEDULE "A" - BASE BID ESTIMATED CONSTRUCTION SUBTOTAL 2,443,050.37$ 142,019.32$ 441,149.66$ 720,859.55$ 2,089,425.03$ 428,331.56$ 738,054.52$ 628,297.34$ 1,999,726.17$ 195,859.05$ 861,412.56$ 860,757.04$ 1,214,592.62$ 22,710.94$ 39,150.00$ 3,400.00$ 847,595.28$ 86,655.63$ 52,200.00$ 2,980.00$ 13,818,226.63$
10% CONTINGENCY 244,305.00$ 14,202.00$ 44,115.00$ 72,086.00$ 208,943.00$ 42,833.00$ 73,805.00$ 62,830.00$ 199,973.00$ 19,586.00$ 86,141.00$ 86,076.00$ 121,459.00$ 2,271.00$ 3,915.00$ 340.00$ 84,760.00$ 8,666.00$ 5,220.00$ 298.00$ 1,381,824.00$
SCHEDULE "A" - BASE BID ESTIMATED CONSTRUCTION TOTAL 2,687,355.37$ 156,221.32$ 485,264.66$ 792,945.55$ 2,298,368.03$ 471,164.56$ 811,859.52$ 691,127.34$ 2,199,699.17$ 215,445.05$ 947,553.56$ 946,833.04$ 1,336,051.62$ 24,981.94$ 43,065.00$ 3,740.00$ 932,355.28$ 95,321.63$ 57,420.00$ 3,278.00$ 15,200,050.63$
25% OVERHEAD 671,839.00$ 39,055.00$ 121,316.00$ 198,236.00$ 574,592.00$ 117,791.00$ 202,965.00$ 172,782.00$ 549,925.00$ 53,861.00$ 236,888.00$ 236,708.00$ 334,013.00$ 6,245.00$ 10,766.00$ 935.00$ 233,089.00$ 23,830.00$ 14,355.00$ 820.00$ 3,800,011.00$
SCHEDULE "A" - BASE BID ESTIMATED PROJECT TOTAL 3,359,194.37$ 195,276.32$ 606,580.66$ 991,181.55$ 2,872,960.03$ 588,955.56$ 1,014,824.52$ 863,909.34$ 2,749,624.17$ 269,306.05$ 1,184,441.56$ 1,183,541.04$ 1,670,064.62$ 31,226.94$ 53,831.00$ 4,675.00$ 1,165,444.28$ 119,151.63$ 71,775.00$ 4,098.00$ 19,000,061.63$
SCHEDULE "B" - ALTERNATE 1
STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER
175 2021.501 MOBILIZATION LUMP SUM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $10,000.00 10,000.00$
176 2503.602 TRIM PROTRUDING TAPS (3) EACH 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $400.00 400.00$
177 2503.602 REINSTATE LATERALS EACH 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4.00 $160.00 640.00$
178 2503.603 CLEAN & VIDEO TAPE PIPE SEWER (SANITARY) LIN FT 0 0 147 0 0 0 378 0 0 0 0 0 0 0 0 0 0 0 0 0 525.00 $5.00 2,625.00$
179 2503.603 LINING SEWER PIPE 8" LIN FT 0 0 147 0 0 0 378 0 0 0 0 0 0 0 0 0 0 0 0 0 525.00 $50.00 26,250.00$
SCHEDULE "B" - ALTERNATE 1 ESTIMATED CONSTRUCTION SUBTOTAL -$ -$ 8,085.00$ -$ -$ -$ 31,830.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 39,915.00$
10% CONTINGENCY -$ -$ 809.00$ -$ -$ -$ 3,183.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 3,992.00$
SCHEDULE "B" - ALTERNATE 1 ESTIMATED CONSTRUCTION TOTAL -$ -$ 8,894.00$ -$ -$ -$ 35,013.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 43,907.00$
25% OVERHEAD -$ -$ 2,224.00$ -$ -$ -$ 8,753.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 10,977.00$
SCHEDULE "B" - ALTERNATE 1 ESTIMATED PROJECT TOTAL -$ -$ 11,118.00$ -$ -$ -$ 43,766.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 54,884.00$
SCHEDULE "C" - ALTERNATE 2
STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER
180 2021.501 MOBILIZATION LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $30,000.00 30,000.00$
181 2101.502 CLEARING EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $600.00 1,200.00$
182 2101.502 GRUBBING EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $250.00 500.00$
183 2104.502 SALVAGE MAILBOX SUPPORT (2) EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $250.00 250.00$
184 2104.503 REMOVE WATERMAIN LIN FT 0 0 0 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80.00 $7.00 560.00$
185 2104.503 REMOVE CURB & GUTTER (SPOT) LIN FT 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.00 $10.00 500.00$
186 2104.602 ABANDON MANHOLE (WATER) (5) EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $2,000.00 2,000.00$
187 2104.603 ABANDON WATERMAIN (5) LIN FT 0 0 0 375 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 375.00 $20.00 7,500.00$
188 2104.618 SALVAGE BRICK PAVERS SQ FT 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200.00 $8.00 1,600.00$
189 2106.601 DEWATERING LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $20,000.00 20,000.00$
ITEM
NO.SPEC. REF DESCRIPTION NOTES UNIT
MILL & OVERLAY (2026)RECONSTRUCTION (2027) RECONSTRUCTION (2028 - TBD)
RECONSTRUCTION (2026) RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2028 - TBD)RECONSTRUCTION (2027)
RECONSTRUCTION (2026) RECLAMATION (2026)
ITEM
NO.SPEC. REF DESCRIPTION NOTES UNIT
ESTIMATED TOTAL
PRICE
ESTIMATED TOTAL
PRICE
TOTAL
ESTIMATED
QUANTITY
ESTIMATED
UNIT PRICE
TOTAL
ESTIMATED
QUANTITY
ESTIMATED
UNIT PRICE
Engineer's Estimate 8/6/2025 3 of 4 City of Prior Lake, MN
PRELIMINARY ENGINEER'S ESTIMATE
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
SCHEDULE "A" - BASE BID
STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER STREET STORM SANITARY WATER
UNIT
RECONSTRUCTION (2026)TOTAL
ESTIMATED
QUANTITY
ESTIMATED
UNIT PRICE
ESTIMATED TOTAL
PRICE
RECLAMATION (2026) MILL & OVERLAY (2026)RECONSTRUCTION (2027)ITEM
NO.SPEC. REF DESCRIPTION NOTES
RECONSTRUCTION (2028 - TBD)
190 2231.604 REMOVE AND PATCH BITUMINOUS PAVEMENT (6) SQ YD 0 0 0 111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 111.00 $30.00 3,330.00$
191 2433.601 CONSTRUCTION ACCESS LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $5,000.00 5,000.00$
192 2451.507 GRANULAR BACKFILL (WATER) (CV)(3) CU YD 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100.00 $26.00 2,600.00$
193 2451.507 AGGREGATE BACKFILL (CV)(3) CU YD 0 0 0 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20.00 $35.00 700.00$
194 2504.601 TEMPORARY WATER SERVICE LUMP SUM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $2,500.00 2,500.00$
195 2504.602 CONNECT TO EXISTING WATERMAIN EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $2,000.00 2,000.00$
196 2504.602 HYDRANT EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $6,750.00 6,750.00$
197 2504.602 1" CORPORATION STOP EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $800.00 800.00$
198 2504.602 6" GATE VALVE & BOX EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $3,200.00 3,200.00$
199 2504.602 8" GATE VALVE & BOX EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $3,600.00 7,200.00$
200 2504.602 1" CURB STOP & BOX EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $1,200.00 1,200.00$
201 2504.602 INSTALL SPRINKLER HEAD (11) EACH 0 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15.00 $125.00 1,875.00$
202 2504.602 INSTALLATION PITS (HDD) EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $15,000.00 30,000.00$
203 2504.602 INSTALLATION PITS (PIPE BURSTING) EACH 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.00 $15,000.00 30,000.00$
204 2504.602 2" AIR & VACUUM RELEASE VALVE ASSEMBLY EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $6,000.00 6,000.00$
205 2504.602 AIR RELEASE MANHOLE EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $7,000.00 7,000.00$
206 2504.603 INSTALL SPRINKLER SYSTEM (12) LIN FT 0 0 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 150.00 $11.00 1,650.00$
207 2504.603 1" TYPE PE PIPE LIN FT 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00 $90.00 900.00$
208 2504.603 6" WATERMAIN DUCTILE IRON CL 52 (10) LIN FT 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10.00 $90.00 900.00$
209 2504.603 8" WATERMAIN DUCTILE IRON CL 52 (10) LIN FT 0 0 0 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80.00 $90.00 7,200.00$
210 2504.603 8" WATERMAIN HDPE (DIRECTIONAL DRILLED) (10) LIN FT 0 0 0 365 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 365.00 $110.00 40,150.00$
211 2504.603 PIPE BURST 8" WATERMAIN (10) LIN FT 0 0 0 132 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132.00 $125.00 16,500.00$
212 2504.608 DUCTILE IRON FITTINGS LB 0 0 0 634 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 634.00 $18.00 11,412.00$
213 2531.503 CONCRETE CURB & GUTTER DESIGN B618 (SPOT) (18) LIN FT 0 0 0 50 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50.00 $40.00 2,000.00$
214 2540.602 INSTALL MAILBOX SUPPORT (2) EACH 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.00 $250.00 250.00$
215 2540.618 INSTALL BRICK PAVERS SQ FT 0 0 0 200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200.00 $25.00 5,000.00$
216 2573.503 FLOTATION SILT CURTAIN TYPE STILL WATER LIN FT 0 0 0 120 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 120.00 $25.00 3,000.00$
217 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER LIN FT 0 0 0 400 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 400.00 $4.00 1,600.00$
218 2574.507 COMMON TOPSOIL BORROW (LV) CU YD 0 0 0 139 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 139.00 $30.00 4,170.00$
219 2575.504 SODDING TYPE LAWN SQ YD 0 0 0 1200 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1200.00 $12.00 14,400.00$
SCHEDULE "C" - ALTERNATE 2 ESTIMATED CONSTRUCTION SUBTOTAL -$ -$ -$ 283,397.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 283,397.00$
10% CONTINGENCY -$ -$ -$ 28,340.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 28,340.00$
SCHEDULE "C" - ALTERNATE 2 ESTIMATED CONSTRUCTION TOTAL -$ -$ -$ 311,737.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 311,737.00$
25% OVERHEAD -$ -$ -$ 77,934.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 77,934.00$
SCHEDULE "C" - ALTERNATE 2 ESTIMATED PROJECT TOTAL -$ -$ -$ 389,671.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 389,671.00$
SCHEDULE "A" - BASE BID ESTIMATED PROJECT TOTAL 3,359,194.37$ 195,276.32$ 606,580.66$ 991,181.55$ 2,872,960.03$ 588,955.56$ 1,014,824.52$ 863,909.34$ 2,749,624.17$ 269,306.05$ 1,184,441.56$ 1,183,541.04$ 1,670,064.62$ 31,226.94$ 53,831.00$ 4,675.00$ 1,165,444.28$ 119,151.63$ 71,775.00$ 4,098.00$ 19,000,061.63$
SCHEDULE "B" - ALTERNATE 1 ESTIMATED PROJECT TOTAL -$ -$ 11,118.00$ -$ -$ -$ 43,766.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 54,884.00$
SCHEDULE "C" - ALTERNATE 2 ESTIMATED PROJECT TOTAL -$ -$ -$ 389,671.00$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ -$ 389,671.00$
ESTIMATED PROJECT TOTAL 3,359,194.37$ 195,276.32$ 617,698.66$ 1,380,852.55$ 2,872,960.03$ 588,955.56$ 1,058,590.52$ 863,909.34$ 2,749,624.17$ 269,306.05$ 1,184,441.56$ 1,183,541.04$ 1,670,064.62$ 31,226.94$ 53,831.00$ 4,675.00$ 1,165,444.28$ 119,151.63$ 71,775.00$ 4,098.00$ 19,444,616.63$
Engineer's Estimate 8/6/2025 4 of 4 City of Prior Lake, MN
Appendix C: Preliminary Assessment Roll
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
1 251330970 THE PUBLIC 16725 NORTHWOOD RD NW SHAKOPEE, MN 55379 1.00 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT - PUBLIC PARCEL
2 251330041 SCOTT COUNTY & TAXATION DEPT 200 4 AVE W SHAKOPEE, MN 55379 1.00 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT - PUBLIC PARCEL
3 259040010 SCOTT COUNTY PARKS DEPARTMENT 200 4 AVE W SHAKOPEE, MN 55379 10.00 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT - PUBLIC PARCEL
4 251410010 STARK TIMOTHY 16633 NORTHWOOD RD NW 16633 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
5 251410030 STENSON GARY R 16605 NORTHWOOD RD NW 16605 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
6 251410050 MORGENSTERN FREDERICK & KENDRA & C/O MOLITOR & ASS 16587 NORTHWOOD RD NW 4445 WEST 77 ST STE 230 MINNEAPOLIS, MN 55435 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
7 251410040 DUPONT DONNA 16571 NORTHWOOD RD NW 16571 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
8 251410061 EQUITY HOLDINGS I LLC 16565 NORTHWOOD RD NW 24335 DODD BLVD LAKEVILLE, MN 55044 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
9 251410060 EQUITY HOLDINGS II LLC 16553 NORTHWOOD RD NW 24335 DODD BLVD LAKEVILLE, MN 55044 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
10 251410070 ELLIASON JAMES D 3121 BUTTERNUT CIR NW 3121 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
11 251410080 TRACY M PIRNIE REVOCABLE TRUST 3133 BUTTERNUT CIR NW 7767 PRAIRIE GRASS PASS PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
12 251410081 MADSON ROGER L & BETH A LEMIEUX-MADSON 3155 BUTTERNUT CIR NW 3155 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
13 252120020 FRANKS MICHAEL J 3171 BUTTERNUT CIR NW 3171 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$ TWO SMALL ISOLATED PARCELS BEHIND THIS PARCEL W/ SAME
OWNER ALL CONSIDERED PART OF THIS ONE PARCEL
14 258010030 CHARLES P DECKAS TRUST 3183 BUTTERNUT CIR NW 3183 BUTTERNUT CIR SW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
15 258010040 FREDERICKSON MARK W & SUZANNE 3193 BUTTERNUT CIR NW 3193 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
16 258010010 MATTSON TAMARA 3205 BUTTERNUT CIR NW 3205 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
17 258010060 WOJAHN PAUL & WOJAHN JENNIFER 3211 BUTTERNUT CIR NW 3211 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
18 258010050 RUNNING DARCY J & MARYANNE G 3217 BUTTERNUT CIR NW 3217 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
19 258010020 CHRISTIAN GREGORY & SHERRIE 3222 BUTTERNUT CIR NW 3222 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
20 251410098 REIMERS CASSANDRA C 3218 BUTTERNUT CIR NW 3218 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
21 251410100 LUNDE DAWN & LUNDE MATTHEW 3214 BUTTERNUT CIR NW 3214 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
22 251410110 LECLAIRE MICHELE M 3204 BUTTERNUT CIR NW 3204 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
23 251410111 O'NEILL KEVIN F & MARY P LAPE 3198 BUTTERNUT CIR NW 3198 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
24 251410120 DOUGLAS PAUL E & DOUGLAS TRACEY A 3192 BUTTERNUT CIR NW 3192 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
25 251410130 CONZEMIUS DANIEL JOSEPH 3186 BUTTERNUT CIR NW 3186 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
26 251410140 BAYSINGER LARRY A & MARSHA D 3180 BUTTERNUT CIR NW 3180 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
27 251410150 HAWKINSON DAVID & HAWKINSON JANELLE 3174 BUTTERNUT CIR NW 3174 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
28 251410160 LEWIS LISA M 3168 BUTTERNUT CIR NW 3168 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
29 251410170 THOMPSON PATRICK J 3162 BUTTERNUT CIR NW 3162 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
30 251410180 SCHWARZ JOSEPH WILLIAM 3158 BUTTERNUT CIR NW 1486 FAIRMONT AVE SAINT PAUL, MN 55105 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
31 251410190 SILVERNAGEL SCOTT L 3152 BUTTERNUT CIR NW 3152 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
32 251410201 HAWKINS JAN P & HAWKINS JOHN D 3140 BUTTERNUT CIR NW 8951 LEGENDS CLUB DR PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
33 251410220 MATTSON JAMES 3130 BUTTERNUT CIR NW 3130 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
34 251410230 SEEHUSEN CLINT & SEEHUSEN AMY 3124 BUTTERNUT CIR NW 3124 BUTTERNUT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
35 251410240 HENNEN LAWRENCE & MARY ELAINE 16525 NORTHWOOD RD NW 16525 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
36 251410250 HENNEN LAWRENCE & MARY ELAINE 16525 NORTHWOOD RD NW 16525 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
37 251410260 LARSON PAUL S & LARSON AMY G 16511 NORTHWOOD RD NW 16511 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
38 251410271 ZOSCHKE CRAIG 16499 NORTHWOOD RD NW 16499 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
39 251410280 CHAPMAN GREGORY & CHAPMAN DANIELLE 16471 NORTHWOOD RD NW 16471 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
40 251410290 BARRY AND TREVA JAMES LIVING TRUST 3147 LINDEN CIR NW 3147 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
41 251410273 DAWSON KATHLEEN M 3171 LINDEN CIR NW 3171 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
42 251410272 SMITH MITCHELL 3175 LINDEN CIR NW 3175 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
43 251410300 SONNENBURG PAUL 3189 LINDEN CIR NW 3189 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
44 251410310 RAUL AND ALLYSON REHNBORG TRUST 3201 LINDEN CIR NW 3201 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
45 252350070 WELCH WILLIAM III 3209 LINDEN CIR NW 3209 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
46 252350031 LEWIS THERESA L 3221 LINDEN CIR NW 3221 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
47 252350011 WILFOND RICHARD L & CHERYL M 3220 LINDEN CIR NW 3220 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
48 251410320 BEMAN BRIAN D 3198 LINDEN CIR NW 20641 LAKE RIDGE DR PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
49 251410330 BAIR BRENT O 3186 LINDEN CIR NW 3186 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
50 251410340 SUTLIFF DEAN N 3162 LINDEN CIR NW 3162 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
51 251410350 MARY E LINDSTROM REVOCABLE TRUST AGREEMENT 3124 LINDEN CIR NW 3124 LINDEN CIR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
52 251410361 SMITH LANCE E 16427 NORTHWOOD RD NW 16427 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
Page 1
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
53 251410372 SUE E COOKE REVOCABLE TRUST 16407 NORTHWOOD RD NW 6849 CASEY PKWY PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
54 251410381 JONES SARAH J 16383 NORTHWOOD RD NW 16383 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
55 251410390 REVAK MARILYN C 16361 NORTHWOOD RD NW 16361 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
56 251410400 TETZLOFF PAULA J & JOHN L 16337 NORTHWOOD RD NW 16337 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
57 251410411 PETSCHL JEFFREY & TRACI 16327 NORTHWOOD RD NW 16327 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
58 251410410 LEHNERT MARK E 16313 NORTHWOOD RD NW 16313 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
59 251410420 STUART & LUCI ALTMAN TRUST 16285 NORTHWOOD RD NW 16285 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
60 251410430 ANDERSEN CRAIG A & JODY 16273 NORTHWOOD RD NW 16273 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
61 251410431 WALVIUS SUSAN K 16255 NORTHWOOD RD NW 16255 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
62 251410441 ATKINS JOSHUA CALL 16245 NORTHWOOD RD NW 16245 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
63 251410442 PAULA F COULTER REVOCABLE TRUST 16231 NORTHWOOD RD NW 16231 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
64 251410460 ROESNER MARK R 16187 NORTHWOOD RD NW 16187 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
65 251410470 GERGEN MARK M 16175 NORTHWOOD RD NW 16175 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
66 251410480 HOLDEN TERRY L 16163 NORTHWOOD RD NW 16163 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
67 251410490 BORRELL CHARLES 16153 NORTHWOOD RD NW 16153 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
68 251410500 RIVERA JASON D 16145 NORTHWOOD RD NW 16145 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
69 251410510 PAUL M CHAVES REVOCABLE TRUST & KRISTEN D GOEDERT 16139 NORTHWOOD RD NW 16139 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
70 251410520 MOEN SCOTT 16129 NORTHWOOD RD NW 16129 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
71 251410540 KRISTI K MULLER REVOCABLE TRUST 16119 NORTHWOOD RD NW 16119 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$ ISOLATED PARCEL W/ DIRECT ACCESS TO NORTHWOOD RD VIA
SHARED DRIVEWAY
72 251410530 VIJA R PELECIS TRUST 16113 NORTHWOOD RD NW 16113 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
73 251410560 BERG JEFF 16109 NORTHWOOD RD NW 16109 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
74 251410570 HODSDON TIMOTHY 16101 NORTHWOOD RD NW 16101 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
75 251410580 CAMPBELL JOSEPH K 16099 NORTHWOOD RD NW 16099 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
76 251410590 FLOM TODD R 16095 NORTHWOOD RD NW 16095 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
77 251410600 BURT DENISE A 16093 NORTHWOOD RD NW 16093 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
78 251410610 TAN EDDY 16091 NORTHWOOD RD NW 16091 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
79 251410620 SIMONSON JAY S & ANN J 16087 NORTHWOOD RD NW 4502 GOLF TER EDINA, MN 55424 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
80 251410630 GRUNDER KYLE 16085 NORTHWOOD RD NW 16085 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
81 251410640 BOLZ BRADLEY W & BOLZ MONAYE M 16083 NORTHWOOD RD NW 16083 NORTHWOOD RD NE PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
82 251410650 PASSOFARO JOSEPH A 16077 NORTHWOOD RD NW 16077 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
83 251410660 ANDERSON KARL 16073 NORTHWOOD RD NW 16073 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
84 251410672 ANDERSON DAVID G & GRETCHEN 16069 NORTHWOOD RD NW 16069 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
85 251410670 SULLIVAN BARRY J 16067 NORTHWOOD RD NW 14347 FISHER AVE PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
86 251410671 SULLIVAN MOLLY P 16063 NORTHWOOD RD NW APO, AE 09173 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
87 251410680 CHIAL STEVEN E & NAOMI R 16061 NORTHWOOD RD NW 16061 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
88 251410690 GRYTING KELLY R 16059 NORTHWOOD RD NW 16059 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
89 251410700 RICHARDSON JESSICA 16057 NORTHWOOD RD NW 16057 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
90 251410710 HARTL CASEY A 16055 NORTHWOOD RD NW 16055 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
91 251410720 ERICKSON SCOTT H 16051 NORTHWOOD RD NW 16935 CEDARCREST DR EDEN PRAIRIE, MN 55347 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
92 251410730 WILLIAM & CORINNA GILBERT TRUST 16049 NORTHWOOD RD NW 16049 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
93 251410740 AUDAS JAMES R 16047 NORTHWOOD RD NW 16047 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
94 251410750 MENDEN FRANCIS 16045 NORTHWOOD RD NW 16045 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
95 251410760 KRAMER DAVID D 16043 NORTHWOOD RD NW 16043 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
96 251410770 CARNEY ANDREW JOE & CARNEY JESSICA ANN 16041 NORTHWOOD RD NW 3462 WILDS RDG NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
97 251410780 JILL E HOOPER REVOCABLE TRUST 16039 NORTHWOOD RD NW 16039 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
98 251410790 RYAN J WILLIAMS REVOCABLE TRUST & GRETCHEN M WILLI 16037 NORTHWOOD RD NW 16037 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
99 251410800 HOFFBECK LANDON R 16035 NORTHWOOD RD NW 16035 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
100 251410811 FOLEY STEVE 16033 NORTHWOOD RD NW 16033 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
188 251410810 BARRIBALL SCOTT E & DIANE M 16031 NORTHWOOD RD NW 16031 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
101 258010510 MEEK RYLEE 16027 NORTHWOOD RD NW 16027 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
102 251410830 VIG KRISTIN 16015 NORTHWOOD RD NW 16015 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
103 251410831 THIBAULT MICHAEL D & RHONDA L THIBAULT 16013 NORTHWOOD RD NW 16013 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
104 251410840 ZANDER PAUL H & CATHY C & PAUL H ZANDER REV TRUST 16009 NORTHWOOD RD NW 16009 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
Page 2
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
105 251410850 JANA B PATRICK REVOCABLE TRUST 16001 NORTHWOOD RD NW 16001 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
106 251890010 CHRISTOPHERSON TROY L & CHRISTOPHERSON JILL M 3529 ISLAND VIEW CIR NW 3529 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
107 251890020 SLIPKA CHAD 3545 ISLAND VIEW CIR NW 3545 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
108 251890030 RICHARDSON THOMAS J 3559 ISLAND VIEW CIR NW 3559 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
109 251890040 PETER BENJAMIN C & JODIE A 3579 ISLAND VIEW CIR NW 3579 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
110 251890050 DOHERTY ANTHONY 3595 ISLAND VIEW CIR NW 3595 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
111 251890060 ISLAND VIEW OUTLOT INC 3545 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 2026 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
112 251590120 OVERBY BRAD 224 POST VIEW DR ALEDO, TX 76008 2026 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
113 251590121 JANICE M GRASER REVOCABLE TRUST 3715 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 2026 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
114 251590100 JANICE M GRASER REVOCABLE TRUST 3715 ISLAND VIEW CIR NW 3715 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
115 251590090 WILSON HEIDI C 3735 ISLAND VIEW CIR NW 3735 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
116 251590080 EVERSON BRIAN 3755 ISLAND VIEW CIR NW 3755 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
117 251590070 JOHNSON MARY R 3773 ISLAND VIEW CIR NW 3773 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
118 251590060 STENZEL TYRONE D & DECIA J 3791 ISLAND VIEW CIR NW 3791 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
119 251590050 HURST JOHN & HURST STEFANIE 3809 ISLAND VIEW CIR NW 3809 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
120 251590040 HENGEMUHLE CHAD M 3827 ISLAND VIEW CIR NW 3827 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
121 251590030 KOPETZKI STEVEN J & MARLENE 3845 ISLAND VIEW CIR NW 3845 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
122 251590020 MICHAEL P MYSER REVOCABLE TRUST 3857 ISLAND VIEW CIR NW 3857 ISLAND VIEW CIR PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
123 251590010 KARGES DAVID B & CHERYL SPATH 3869 ISLAND VIEW CIR NW 3869 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
124 251590110 THOMAS J RYAN REVOCABLE TRUST 3877 ISLAND VIEW CIR NW PO BOX 246 ELKO NEW MARKET, MN 55020 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
125 251590111 ISLAND VIEW 2ND HOMEOWNER ASSN 3773 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 2026 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
126 250850130 ANDERSON DANIEL C 3550 ISLAND VIEW CIR NW 3550 ISLAND VIEW CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
127 250850120 MORRIS RICHARD J & PATRICIA 15987 ISLAND VIEW RD NW 15987 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
128 250850110 ORENSTEIN KURT M 15967 ISLAND VIEW RD NW 15967 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
129 250850100 KODIDEK KEVIN C 15947 ISLAND VIEW RD NW 15947 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
130 250850090 POPPLER SHAWN 15923 ISLAND VIEW RD NW 15923 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
131 250850080 LEVEILLE DANIEL G 15897 ISLAND VIEW RD NW 15897 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
132 250850070 MALMBERG BRIAN D 15871 ISLAND VIEW RD NW 15871 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
133 250850060 AMMERMAN RODNEY C & JULIE 15849 ISLAND VIEW RD NW 15849 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
134 250850050 BRETZ KENNETH J & DEBORAH K 15829 ISLAND VIEW RD NW 15829 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
135 250850040 GRABSKI BENJAMIN W 15809 ISLAND VIEW RD NW 17772 63RD AVE N MAPLE GROVE, MN 55311 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
136 250850030 GARDINER CHARLES III & GARDINER JESSICA 15789 ISLAND VIEW RD NW 15789 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
137 250850020 GROH BRIAN L & LINDA A 15769 ISLAND VIEW RD NW 15769 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
138 250850010 HELMBACHER KEITH M 15757 ISLAND VIEW RD NW 15757 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
139 258010130 FERGUSON RON W 15745 ISLAND VIEW RD NW 15745 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
140 252520090 BEHRENDT MICHAEL 15733 ISLAND VIEW RD NW 15733 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
141 252520080 GIGSTEAD DANIEL ELMAN 15721 ISLAND VIEW RD NW 15721 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
142 252520070 REICHERT PETER B 15707 ISLAND VIEW RD NW 15707 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
143 252520060 EVENSON BRADLEY MATTHEW 15695 ISLAND VIEW RD NW 15695 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
144 252520050 FIELD DANIEL E 15683 ISLAND VIEW RD NW 15683 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
145 252520040 KORSTAD CANDICE K 15673 ISLAND VIEW RD NW 15673 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
146 252520320 ISLAND VIEW 5TH ADDN ASSN & PETER WHATLEY 15702 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
147 252520030 NELSON MARK D & LAURA L 15567 FREMONT AVE NW 15567 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
148 252520020 PENNE JONATHAN E 15549 FREMONT AVE NW 15549 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
149 252520010 CONROY MICHAEL J 15531 FREMONT AVE NW 15531 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
150 254170220 DUMKE BRUCE GEORGE 3571 CRYSTAL BAY LN NW 3571 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
151 254170210 LARRY A & RACHELLE KALLEVIG FAMILY TRUST 3575 CRYSTAL BAY LN NW 3575 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
152 254170200 LORI A MANDERS REVOCABLE TRUST 3585 CRYSTAL BAY LN NW 3585 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
Page 3
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
153 254170190 SCHEEL THOMAS W 3589 CRYSTAL BAY LN NW 3589 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
154 254170180 KUYPER SCOTT 3607 CRYSTAL BAY LN NW PO 1263 PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
155 254170170 OLSON NEAL V 3611 CRYSTAL BAY LN NW 3611 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
156 254170160 CARIN L THOMAS DECLARATION OF TRUST 3629 CRYSTAL BAY LN NW 3629 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
157 254170150 POLSTER JEFF & ELLA 3633 CRYSTAL BAY LN NW 37224 N 99 ST SCOTTSDALE, AZ 85262 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
158 254170140 LEJEUNE JASON 3647 CRYSTAL BAY LN NW 6775 CALUMET DR NAPLES, FL 34113 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
159 254170130 KAMRATH GARY R 3651 CRYSTAL BAY LN NW 3651 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
160 254170240 OLSON FAMILY TRUST 3586 CRYSTAL BAY LN NW 296 FOREST SPRING DR PONTE VEDRA, FL 32081 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
161 254170230 ANDERSON CHERYL 3582 CRYSTAL BAY LN NW 3582 CRYSTAL BAY LN NW PRIOR LAKE, MN 55372 0.75 0.75 MILL 1,500.00$ 1,500.00$ 1,125.00$
CRYSTAL BAY LN IS A PRIVATE ROAD WITH DIRECT ACCESS TO
FREMONT AVE & TOWNHOMES ARE ASSESSED AT 0.75 REU PER CITY
ASSESSMENT POLICY
162 251330670 LINDQUIST KRISTOPHER J 2804 SPRING LAKE RD SW 2804 SPRING LAKE RD SW PRIOR LAKE, MN 55372 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - PRIMARY ACCESS NOT IN PROJECT
AREA
163 251330620 WESTLUND STEPHANIE 16730 NORTHWOOD RD NW 16730 NORTHWOOD RD PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
164 251330030 SCOTT COUNTY TAXATION DEPT 200 4 AVE W SHAKOPEE, MN 55379 1.00 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT - PUBLIC PARCEL
165 259040020 SCOTT COUNTY PARKS DEPARTMENT 200 4 AVE W SHAKOPEE, MN 55379 11.00 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT - PUBLIC PARCEL
166 251410020 HAIKER THOMAS F & JEANETTE C 16530 NORTHWOOD RD NW 16530 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2028 RECON 18,900.00$ 14,000.00$ 14,000.00$
167 251410861 CITY OF PRIOR LAKE 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 2028 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
168 253600030 NOTERMANN DEBORAH L 3055 KNOLLRIDGE DR NW 3055 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
169 253600020 SPLETTSTOESER GREGORY M 3041 KNOLLRIDGE DR NW 3041 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
170 258010420 LARSON KURT A 3027 KNOLLRIDGE DR NW 3027 KNOLLRIDGE DR PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
171 254620010 FURUSEH TRUST 2979 KNOLLRIDGE DR NW 2979 KNOLLRIDGE DR PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
172 254620020 WOZNEY WILLIAM J 2967 KNOLLRIDGE DR NW 2967 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
173 254620030 MCCARTHY JEFFREY D 2951 KNOLLRIDGE DR NW 2951 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
174 254620040 HARTMANN ERIC J 2935 KNOLLRIDGE DR NW 2935 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
175 254620050 NEIST JENNIFER 2921 KNOLLRIDGE DR NW 2921 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
176 254620060 NOBLE CHARLES E 2903 KNOLLRIDGE DR NW 2903 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
177 254620070 SMITH DUSTIN 2885 KNOLLRIDGE DR NW 2885 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
178 254620080 KOKOSCHKE SCOTT 2871 KNOLLRIDGE DR NW 2871 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
179 254620090 REETZ DANA 2859 KNOLLRIDGE DR NW 2859 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
180 254620100 WOYAK LOUIS C 16462 HAWK RIDGE CT NW 16462 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
181 254620110 LEE MARSHALL 16474 HAWK RIDGE CT NW 16474 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
182 254620120 HOSCHEIT ADAM N 16480 HAWK RIDGE CT NW 16480 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
183 254620130 PRUSE DAVID S 16484 HAWK RIDGE CT NW 16484 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
184 254620140 MEYER SEAN 16488 HAWK RIDGE CT NW 16488 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
185 254620150 WEBER ADAM 16485 HAWK RIDGE CT NW 16485 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
186 254620160 LOFFHAGEN ADAM G 16481 HAWK RIDGE CT NW 16481 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
187 254620170 SIREK AMBER J 16479 HAWK RIDGE CT NW 16479 HAWK RIDGE CT PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
189 254620180 LUSKEY DAVID M & SUSAN M 16475 HAWK RIDGE CT NW 16475 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
190 254620190 PUSKARICH KATIE 16471 HAWK RIDGE CT NW 16471 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
191 254620200 ZHDANKIN VASILI V 16467 HAWK RIDGE CT NW 16467 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
192 254620210 WENDLER TRENT D 16463 HAWK RIDGE CT NW 16463 HAWK RIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
193 254620220 GARY M NEWHARD & AMANDA A NEWHARD TRUST 16421 KNOLLRIDGE CT NW 16421 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
194 254620230 BARBERA JACE AUSTIN & BARBERA SARAH LOUISE 16429 KNOLLRIDGE CT NW 16429 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
195 254620240 PALMER WILLIAM 16437 KNOLLRIDGE CT NW 16437 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
Page 4
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
196 254620250 BECKER JENNIFER 16445 KNOLLRIDGE CT NW 16445 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
197 254620260 WILLIAMS GARY L 16451 KNOLLRIDGE CT NW 16451 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
198 254620270 KROL KIMBERLY SUSAN 16444 KNOLLRIDGE CT NW 16444 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
199 254620280 ROGGOW ALBERT 16436 KNOLLRIDGE CT NW 16436 KNOLLRIDGE CT NE PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
200 254620290 COTTER DAVID MAURICE 16428 KNOLLRIDGE CT NW 16428 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
201 254620300 NELSON MONICA L 16420 KNOLLRIDGE CT NW 16420 KNOLLRIDGE CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
202 254610110 BORDENAVE BETH 2788 HAWK RIDGE RD NW 2788 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
203 254610100 CONNIFF KEVIN 2790 HAWK RIDGE RD NW 2790 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
204 254610090 BROWN DANIEL J 2792 HAWK RIDGE RD NW 2792 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
205 254610080 JAMES L & CHRISTINE M TAGGART TRUST 2794 HAWK RIDGE RD NW 2794 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
206 254610070 KNUTSON MAGGIE & KNUTSON DANIEL 2796 HAWK RIDGE RD NW 2796 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
207 254610060 VITULLI AMY & VITULLI ANTHONY 2798 HAWK RIDGE RD NW 2798 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
208 254610050 HANZEL DAVID P & SUZANNAH M 2800 HAWK RIDGE RD NW 2800 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
209 254610040 DEAN JOHN B 2802 HAWK RIDGE RD NW 2802 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
210 254610030 SHOWER DANIEL E 2804 HAWK RIDGE RD NW 2804 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
211 254610020 HOLDEN DALE 2806 HAWK RIDGE RD NW 2806 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
212 254610010 PAVELICH JEFFREY A 2808 HAWK RIDGE RD NW 2808 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
213 254590410 CHARLES AND MICHELE MCFALL TRUST 2810 HAWK RIDGE RD NW 2810 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
214 254590400 SCHLICHTMANN BENJAMIN WILLIAM 2822 HAWK RIDGE RD NW 2822 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
215 254590390 GROESS REVOCABLE TRUST 2828 HAWK RIDGE RD NW 2828 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
216 254590380 HAUTMAN BRADEN JAMES 2836 HAWK RIDGE RD NW 2836 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
217 254590370 DEMIN VITALY GENNADYEVICH 2840 HAWK RIDGE RD NW 2840 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
218 254590360 ANDERSON JASON 2852 HAWK RIDGE RD NW 2852 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
219 254590350 HELGERSON KARI C 16212 VISIONARY HEIGHTS CIR NW 16212 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
220 254590340 MARO THEODORE B 16200 VISIONARY HEIGHTS CIR NW 16200 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
221 254590330 BECHTHOLD TRAVIS 16196 VISIONARY HEIGHTS CIR NW 16196 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
222 254590320 BERGNER JESSE T 16184 VISIONARY HEIGHTS CIR NW 16184 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
223 254590310 JACOB JAMES V 16178 VISIONARY HEIGHTS CIR NW 16178 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
224 254590300 SVELA JASON W 16175 VISIONARY HEIGHTS CIR NW 16175 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
225 254590290 JACOBUS RYAN KEITH 16177 VISIONARY HEIGHTS CIR NW 16177 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
226 254590280 FORDAHL PAUL D 16179 VISIONARY HEIGHTS CIR NW 16179 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
227 254590270 LEE JAMES A 16185 VISIONARY HEIGHTS CIR NW 16185 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
228 254590260 ZECK JOSEPH J 16197 VISIONARY HEIGHTS CIR NW 16197 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
229 254590250 BURNS MICHAEL T 16211 VISIONARY HEIGHTS CIR NW 16211 VISIONARY HEIGHTS CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
230 254590240 MCCLURE DANIEL J 16202 TAHINKA PL NW 16202 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
231 254590230 THEIS ADAM R 16180 TAHINKA PL NW 16180 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
232 254590220 PURFEERST BENNETT P & WOODCOCK KATE E 16164 TAHINKA PL NW 16164 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
233 254590210 HUBLE THEODORE J 16150 TAHINKA PL NW 16150 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
234 254590200 ALLWINE TRICIA L 16132 TAHINKA PL NW 16132 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
235 254590190 JACOBS RYAN A 16118 TAHINKA PL NW 16811 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
236 254590180 MARTINEK RICHARD J 16100 TAHINKA PL NW 16100 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
237 254590170 MARTIN SHAWN 16082 TAHINKA PL NW 16082 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
238 254590160 DAMMANN PAUL R 16064 TAHINKA PL NW 16064 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
239 254590150 SCHRANK GERALD D & THERESA M 16046 TAHINKA PL NW 9704 OXFORD LN ELKO NEW MARKET, MN 55020 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
240 254590140 SACHS DONALD J 16037 TAHINKA PL NW 16037 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
241 254590130 NOWAK PAUL J 16041 TAHINKA PL NW 16041 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
242 254590120 LUND DAVID K 16057 TAHINKA PL NW 16057 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
243 254590110 CARR MICHAEL R 16069 TAHINKA PL NW 16069 TAHINKA PLACE NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
244 254590100 BLATTNER CRAIG E 16093 TAHINKA PL NW 16093 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
245 254590090 DAUER CRAIG W & ANNE E 16101 TAHINKA PL NW 16101 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
246 254590080 RAADT JEREMY 16117 TAHINKA PL NW 16117 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
247 254590070 MOORE NATHANIEL 16135 TAHINKA PL NW 16135 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
248 254590060 TUY JONATHAN 16153 TAHINKA PL NW 16153 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
Page 5
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
249 254590050 FERIN BRIAN J 16167 TAHINKA PL NW 16167 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
250 254590040 MONTAG TREVOUR J 16183 TAHINKA PL NW 16183 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
251 254590030 PORTER ERIC 16201 TAHINKA PL NW 16201 TAHINKA PL NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
252 254590020 SNYDER AARON M 2970 HAWK RIDGE RD NW 2970 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
253 254590010 PUDELL MATTHEW D 2976 HAWK RIDGE RD NW 2976 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
254 254590750 PRIOR LAKE,CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 RECLAIM 5,500.00$ 5,500.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
255 253710010 MURR TODD E & TAMARA 3022 HAWK RIDGE RD NW 3022 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
256 253710020 MEI BOB 3034 HAWK RIDGE RD NW 3034 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
257 253710030 GREBENYUK YEVGENIY 3046 HAWK RIDGE RD NW 3046 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
258 253710040 ANDREW S & SHARON A S BURKE TRUST 3058 HAWK RIDGE RD NW 3058 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
259 253710050 KOEHLER ANDREW I & REBECCA S 3091 LAKE HAVEN CT NW 3091 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
260 253710060 MILLER DAVID J & NICOLE 3077 LAKE HAVEN CT NW 3077 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
261 253710070 PELLER KAREN L & MARK J 3065 LAKE HAVEN CT NW 3065 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
262 253710080 ANDERSON LAWRENCE M & PAMELA K 3037 LAKE HAVEN CT NW 3037 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
263 253710090 LORI A JOHNSON GOODWIN TRUST 3050 LAKE HAVEN CT NW 3050 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
264 253710100 MENNING JOSEPH P & BETH A 3062 LAKE HAVEN CT NW 3062 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
265 253710110 PROVANCHA AARON J 3074 LAKE HAVEN CT NW 3074 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
266 253710120 LAMAACK DAVID B & MARY B 3086 LAKE HAVEN CT NW 3086 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
267 253710130 RAYMOND CRAIG ALLAN 3098 LAKE HAVEN CT NW 3098 LAKE HAVEN CT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
268 253710140 KRECH MICHAEL W & HEATHER M 3197 SHADY COVE PT NW 3197 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
269 253710150 VELDMAN BRUCE A & CHRISTINE M 3185 SHADY COVE PT NW 3185 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
270 253710160 LUNDQUIST DANIEL 3173 SHADY COVE PT NW 14916 PIXIE POINT CIR SE PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
271 253710170 PETER AND THERESA NAZY TRUST 3161 SHADY COVE PT NW 3161 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
272 253710180 DEPREY ERIC 3149 SHADY COVE PT NW 3149 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
273 253710190 GETTLER JONATHAN A 3137 SHADY COVE PT NW 3137 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
274 253710200 BRESNAHAN ADAM & BRESNAHAN ALYSSA 3122 SHADY COVE PT NW 3122 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
275 253710210 STEVENSON JAMES ROBERT III & STEVENSON ASHLEY MAR 3134 SHADY COVE PT NW 3134 SHADY COVE PT PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
276 253710220 LAING DOUGLAS W JR & DEBORAH A 3146 SHADY COVE PT NW 3146 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
277 253710230 FORSTER MARK T 3158 SHADY COVE PT NW 3158 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
278 253710240 STEPHEN GERALD CLOSE AND DANA JEAN CLOSE TRUST 3170 SHADY COVE PT NW 3170 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
279 253710250 KLOSSNER DEREK 3182 SHADY COVE PT NW 3182 SHADY COVE PT NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
280 253710260 LARSON JOHN P & JILL R 3221 LAKE BLUFF CIR NW 3221 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
281 253710270 LE THANH 3199 LAKE BLUFF CIR NW 3199 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
282 253710280 HELBERG PAUL D & COLEEN S HELBERG 3191 LAKE BLUFF CIR NW 3191 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
283 253710290 KLEMA NATHAN 3204 LAKE BLUFF CIR NW 3204 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
284 253710300 HONG JOHN P V & LINH M 3212 LAKE BLUFF CIR NW 3212 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
285 253710310 DIDION TAMARA ROSE 3220 LAKE BLUFF CIR NW 3220 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
286 253710320 BARLASS JACOB 3228 LAKE BLUFF CIR NW 3228 LAKE BLUFF CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
287 253710330 ERICKSON JAY T & CARMEN H 16082 NORTHWOOD RD NW 16082 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
288 253600180 BAIR RANDELL L & SANDRA K 16070 NORTHWOOD RD NW 16070 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
289 253600170 WALL MICHAEL & JENNIFER 16058 NORTHWOOD RD NW 16058 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
290 252060040 TEILBORG JOHN A & LORRAINE 15994 ARCTIC CIR NW 14358 RUTGERS ST NE PRIOR LAKE, MN 55372 6.00 6.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$ INDIRECT BENEFIT - ARCTIC CIR IS A PRIVATE ROAD WITH DIRECT
ACCESS TO NORTHWOOD RD
291 250620050 STAY SAFE LLC 15940 ARCTIC CIR NW 2335 REDWING DR SHAKOPEE, MN 55379 1.00 1.00 2027 RECON 18,900.00$ 7,000.00$ 7,000.00$ INDIRECT BENEFIT - ARCTIC CIR IS A PRIVATE ROAD WITH DIRECT
ACCESS TO NORTHWOOD RD
292 252060030 MAHONEY JEROME R & SUSAN 14720 GLENDALE AVE SE PRIOR LAKE, MN 55372 2.00 2.00 2027 RECON 18,900.00$ 7,000.00$ 7,000.00$ INDIRECT BENEFIT - ARCTIC CIR IS A PRIVATE ROAD WITH DIRECT
ACCESS TO NORTHWOOD RD
293 252060020 STAY SAFE LLC 15880 ARCTIC CIR NW 2335 REDWING DR SHAKOPEE, MN 55379 2.00 2.00 2027 RECON 18,900.00$ 10,000.00$ 10,000.00$ INDIRECT BENEFIT - ARCTIC CIR IS A PRIVATE ROAD WITH DIRECT
ACCESS TO NORTHWOOD RD
294 252060010 COURSOLLE NATASHA K 15820 ARCTIC CIR NW 2124 WACIPI DR PRIOR LAKE, MN 55372 3.00 3.00 2027 RECON 18,900.00$ 10,000.00$ 10,000.00$ INDIRECT BENEFIT - ARCTIC CIR IS A PRIVATE ROAD WITH DIRECT
ACCESS TO NORTHWOOD RD
295 250790030 COURSOLLE NATASHA K 2124 WACIPI DR PRIOR LAKE, MN 55372 2027 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALULATION - PRIVATE ROAD RIGHT-OF-WAY/NOT
BUILDABLE
296 250620060 COURSOLLE NATASHA K 2124 WACIPI DR PRIOR LAKE, MN 55372 2027 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALULATION - PRIVATE ROAD RIGHT-OF-WAY/NOT
BUILDABLE
297 252490420 HILLESHIEM JODY A 15990 FREMONT AVE NW 15990 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
298 252490410 CAMERON DANIEL A 15978 FREMONT AVE NW 15978 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
299 252490400 HAYES PATRICK W & SHELLY M 15960 FREMONT AVE NW 15960 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
300 252490390 LACROIX KEVIN J & IRENE L 3381 FREMONT ST NW 3381 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
301 252490380 AALAND NICHOLAS S 3345 FREMONT ST NW 3345 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
Page 6
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
302 252490370 HOLST ADAM BERTON 3344 FREMONT ST NW 3344 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
303 252490360 MCLAIN CASEY 3366 FREMONT ST NW 3366 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
304 252490350 VLASIN ERIC L & BETHANY J 3386 FREMONT ST NW 3386 FREMONT ST NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
305 252490340 LINK JOSEPH 3399 FREMONT CIR NW 3399 FREEMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
306 252490330 HANSEN JEFFREY S & SHANNON R 3375 FREMONT CIR NW 3375 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
307 252490320 SCHROEDER MINDY 3361 FREMONT CIR NW 3361 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
308 252490310 RYKKEN ROBERT J 3330 FREMONT CIR NW 3330 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
309 252490300 ENGELSON RICHARD & MARGARET 3350 FREMONT CIR NW 3350 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
310 252490290 BACHMANN JAMIE LYNN 3364 FREMONT CIR NW 3364 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
311 252490280 O'HALLORAN BARBARA JO & SEAN P 3384 FREMONT CIR NW 3384 FREMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
312 252490270 STARR ANTHONY J & JESSICA A 3400 FREMONT CIR NW 3400 FREEMONT CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
313 252490260 BLONIGEN NORBERT A 15820 FREMONT AVE NW 15820 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
314 252490250 KLINE JAYNE L 15800 FREMONT AVE NW 15800 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
315 252490240 MUEHLHAUSER BRETT A 15784 FREMONT AVE NW 15784 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
316 252490230 STEIN RANDY 15770 FREMONT AVE NW 15770 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
317 252520220 SWANSON DENNIS 3445 CRYSTAL CIR NW 3445 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
318 252520210 TREADWELL LAURA 3435 CRYSTAL CIR NW 3435 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
319 252520330 PRIOR LAKE CITY OF & CITY MANAGER 3425 CRYSTAL CIR NW 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 1.00 RECLAIM 5,500.00$ 5,500.00$ -$ NO ASSESSMENT - PUBLIC PARCEL
320 252520310 BRAGG MICHAEL S 3430 CRYSTAL CIR NW 3430 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
321 252520300 HOFFMAN ROBERT J III 3440 CRYSTAL CIR NW 3440 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
322 252520290 SCHLIEP BRUCE D & ELIZABETH 3450 CRYSTAL CIR NW 3450 CRYSTAL CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
323 252520280 SEIBERLICH SCOTT 15710 FREMONT AVE NW 913 E CRYSTAL LAKE RD BURNSVILLE, MN 55306 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
324 252520270 SCHMITZ WILLIAM J & SUSAN J 15690 FREMONT AVE NW 15690 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
325 252520260 SLATER MATTHEW & SLATER SARAH 15672 FREMONT AVE NW 15672 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
326 252520250 MORTON DANIEL J 15654 FREMONT AVE NW 15654 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
327 252520240 FINKENAUR STEPHEN P & JODY L 15636 FREMONT AVE NW 15636 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
328 252520230 BERGER SUZANNE M 15616 FREMONT AVE NW 15616 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
329 253500100 PRIOR LAKE CITY OF & CITY MANAGER 3358 GLYNWATER TRL NW 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 MILL 1,500.00$ 1,500.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
330 252490180 TOTH ANNA M 15995 FREMONT AVE NW 15995 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
331 252490170 SCHREIBER RICHARD C & TERRY R 15975 FREMONT AVE NW 15975 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
332 252490150 HADAC JOHN A 15959 FREMONT AVE NW 15959 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
333 252490140 HANISCH MICHAEL E 15941 FREMONT AVE NW 15941 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
334 252490110 SENTYRZ TODD B & DAINA M 15921 FREMONT AVE NW 15921 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
335 252490100 MORRISON BEN 15901 FREMONT AVE NW 15901 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
336 252490090 SEMSCH WILLIAM & HARTFIEL SALLY 15889 FREMONT AVE NW 15889 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
337 252490080 RUESINK STEVEN J & KARLEEN R 15873 FREMONT AVE NW 15873 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
338 252490070 SINZHEIMER TODD A 15855 FREMONT AVE NW 15855 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
339 252490060 SIWINSKI MICHAEL & MATTSON LORI 15839 FREMONT AVE NW 15839 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
340 252490050 HELMANDOLLAR MEGAN 15821 FREMONT AVE NW 15821 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
341 252490040 LAUGHRIDGE TRENT D 15805 FREMONT AVE NW 15805 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
342 252490030 DUBOIS JOE 15787 FREMONT AVE NW 15787 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
343 252490020 GEYEN DAREN 15771 FREMONT AVE NW 15771 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
344 252490010 BLOOMQUIST PATRICK J & SHAWNA 15759 FREMONT AVE NW 15759 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
345 252520110 TRONDSON SHANE R 15741 FREMONT AVE NW 15741 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
346 252520120 BROWN TROY M & RHONDA C 15723 FREMONT AVE NW 15723 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
347 252520130 PINT MARVIN G & JUDITH L 15705 FREMONT AVE NW 15705 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
348 252520140 JOHNSON TRENT 15687 FREMONT AVE NW 15687 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
349 252520150 SIMON DIANA K 15669 FREMONT AVE NW 15669 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
350 252520160 LUEDKE STEVEN A 15645 FREMONT AVE NW 15645 FREMONT AVE NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
351 252520170 ARLT JOHN P 15702 ISLAND VIEW RD NW 15702 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
352 252520180 THOMPSON DAVID & CARRIE M ROSS 15738 ISLAND VIEW RD NW 15738 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
353 252520190 SOLARZ KEVIN 15750 ISLAND VIEW RD NW 15750 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
354 252520200 REITMEIER KEVIN M 15764 ISLAND VIEW RD NW 15764 ISLAND VIEW RD PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
Page 7
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
355 252280010 HORRACH WILLIAM & MARTA 15774 ISLAND VIEW RD NW PO 956 PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
356 252280020 BOESE JOSHUA CHRISTOPHER & BOESE JESSICA LYNN 15786 ISLAND VIEW RD NW 15786 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
357 252280030 ROLEFF MAX R 15800 ISLAND VIEW RD NW 15800 ISLAND VIEW RD PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
358 252280040 KLINE JAMES W & CYNTHIA A 15828 ISLAND VIEW RD NW 15828 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
359 252280050 PIERCE MARTIN T 15842 ISLAND VIEW RD NW 15842 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
360 252280060 BEISWENGER DONALD & ROBERTA 15852 ISLAND VIEW RD NW 15852 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
361 252280070 FROMM JAMES 15866 ISLAND VIEW RD NW 15866 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
362 252280080 BEAUFOY JEFFERY J 15878 ISLAND VIEW RD NW 15878 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
363 252280090 PHILLIPS JOEL 15894 ISLAND VIEW RD NW 2780 LIMERICK ST PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
364 252280100 OLSEN JULIE A 15906 ISLAND VIEW RD NW 15906 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
365 252280110 ALAN M BENSON TRUST 15918 ISLAND VIEW RD NW 15918 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
366 252490120 HUYNH KAZMYN 3460 ISLAND CIR NW 3460 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
367 252490130 GROVENBURG DANNY L 3440 ISLAND CIR NW 3440 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
368 252490160 O'FALLON KATHERINE C 3420 ISLAND CIR NW 3420 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
369 252490210 DEMARS CATHERINE R 3425 ISLAND CIR NW 3425 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
370 252490220 GREDEN MARK R 3445 ISLAND CIR NW 3445 ISLAND CIR NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
371 252280120 PEMRICK NICOLE 15940 ISLAND VIEW RD NW 15940 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
372 252280130 GEIL JOEL D & JEAN E 15956 ISLAND VIEW RD NW 15956 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
373 252280140 RAY SUBHASISH 15970 ISLAND VIEW RD NW 15970 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
374 252280150 SCHULTZ ROBERT W 15982 ISLAND VIEW RD NW 15982 ISLAND VIEW RD NW PRIOR LAKE, MN 55372 1.00 1.00 2026 RECON 18,900.00$ 14,000.00$ 14,000.00$
375 252280160 PANNKUK TERESA E 16000 ISLAND VIEW RD NW 16000 ISLAND VIEW RD PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
376 252280170 KINSELLA KEITH P JR 16038 NORTHWOOD RD NW 16038 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
377 252280180 FREER BAILEY E & BARNES ADAM P 16042 NORTHWOOD RD NW 16042 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
378 252280190 GRAMLOW CHAD A 16048 NORTHWOOD RD NW 16048 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
379 252280210 PRIOR LAKE CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 2027 RECON 18,900.00$ 14,000.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
380 252490200 HPA II BORROWER 2021-1 LLC 16050 NORTHWOOD RD NW 120 RIVERSIDE PLZ STE 2000 CHICAGO, IL 60606 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
381 252490190 FRIEDGES DAVID R 16052 NORTHWOOD RD NW 16052 NORTHWOOD RD NW PRIOR LAKE, MN 55372 1.00 1.00 2027 RECON 18,900.00$ 14,000.00$ 14,000.00$
382 253600060 RYBA THOMAS JOHN JR 3060 KNOLLRIDGE DR NW 3060 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
383 253600050 SEMENENKO NATALYA D & IGOR 3046 KNOLLRIDGE DR NW 3046 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
384 253600040 MANFRED JAMES R & AMBER R 3032 KNOLLRIDGE DR NW 3032 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
385 254620380 BURTUS BRIAN MICHAEL PAULUS 2982 KNOLLRIDGE DR NW 2982 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
386 254620390 LINDSTROM SAMUEL M 2970 KNOLLRIDGE DR NW 2970 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
387 254620400 KINGSLEY WILLIAM GLEN 2954 KNOLLRIDGE DR NW 2954 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
388 254620420 PRIOR LAKE CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 MILL 1,500.00$ 1,500.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
389 254620310 SCHEELE JACILYN S 2936 KNOLLRIDGE DR NW 2936 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
390 254620320 KOEHMSTEDT THOMAS F 2920 KNOLLRIDGE DR NW 2920 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
391 254620330 BION KATE 2904 KNOLLRIDGE DR NW 2904 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
392 254620340 HERZ JENNIFER E 2888 KNOLLRIDGE DR NW 2888 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
393 254620350 DARBY JAY 2872 KNOLLRIDGE DR NW 2872 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
394 254620360 BREMER SCOTT 2860 KNOLLRIDGE DR NW 2860 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
395 254620370 SENSENBAUGH ALLYSON K 2838 KNOLLRIDGE DR NW 2838 KNOLLRIDGE DR NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
396 254610200 STANGLER JEFF 2791 HAWK RIDGE RD NW 2791 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
397 254610190 KRANICH NEIL J II 2793 HAWK RIDGE RD NW 2793 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
398 254610180 WONG MICHAEL 2795 HAWK RIDGE RD NW 2795 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
399 254610170 GRAF ANDREW 2797 HAWK RIDGE RD NW 2797 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
400 254610210 PRIOR LAKE CITY OF & CITY MANAGER 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 MILL 1,500.00$ 1,500.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
401 254610160 WIENER MICHAEL J 2799 HAWK RIDGE RD NW 2799 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
402 254610150 BRAY MARK J 2801 HAWK RIDGE RD NW 2801 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
403 254610140 FENSTERMACHER CHRISTIAN 2803 HAWK RIDGE RD NW 2803 HAWK RIDGE RD PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
404 254610130 CHEEVER SHANE L 2805 HAWK RIDGE RD NW 2805 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
405 254610120 SMITH RYAN CHARLES 2807 HAWK RIDGE RD NW 2807 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
406 254590420 SONNENBURG JOSHUA P 2831 HAWK RIDGE RD NW 2831 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
407 254590430 FRISTED TRAVIS G 2837 HAWK RIDGE RD NW 2837 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
Page 8
PRELIMINARY ASSESSMENT ROLL
2026-2027 NORTHWOOD ROAD AREA STREET & UTILITY IMPROVEMENTS
CITY OF PRIOR LAKE, MINNESOTA
CITY PROJECT NO. 2026-01
BMI PROJECT NO. 24X.135829
DATE: AUGUST, 2025
Parcel # Residential Assessable Street Improvement Calculated Improvement Assessment Review Committee Estimated Parcel
on Map Parcel ID Owner Site Address Owner Address City/State/Zip Equivalent Units (REU) REU's Type Assessment Rate Assessment Rate Assessment Amount Notes
408 254590440 GEE MICHAEL J 2845 HAWK RIDGE RD NW 2845 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
409 254590450 JESKE ERIC 2859 HAWK RIDGE RD NW 2859 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
410 254590460 FAHLER STEVEN 2867 HAWK RIDGE RD NW 2867 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
411 254590470 PARKER BRENNA L 2873 HAWK RIDGE RD NW 2873 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
412 254590480 JOHNSON JAMES 2895 HAWK RIDGE RD NW 2895 HAWK RIDGE RD NE PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
413 254590490 GUNNELL CHANCEY 16230 TAHINKA CT NW 16230 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
414 254590500 ENFIELD JESSICA 16242 TAHINKA CT NW 16242 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
415 254590510 ALDERMAN JASON J 16254 TAHINKA CT NW 16254 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
416 254590520 MEBRAHTU YEMANE 16268 TAHINKA CT NW 16268 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
417 254590530 SCHROBILGEN DESIREE 16280 TAHINKA CT NW 16280 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
418 254590540 CORDELL EVAN 16288 TAHINKA CT NW 16288 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
419 254590550 FRITZEN DANIEL F 16292 TAHINKA CT NW 16292 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
420 254590560 DAVIDSON ERIN & DAVIDSON JACOB 16296 TAHINKA CT NW 16296 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
421 254590570 CHAUHAN DILLON 16304 TAHINKA CT NW 16304 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
422 254590580 SCHELLER DAVID P 16310 TAHINKA CT NW 16310 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
423 254590590 ANDERSON TAD A 16318 TAHINKA CT NW 16318 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
424 254590600 MILLER RONNIE 16322 TAHINKA CT NW 16322 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
425 254590610 HAYNES CHRISTOPHER KENNETH 16325 TAHINKA CT NW 16325 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
426 254590620 LE HONG & DUNG CAO 16317 TAHINKA CT NW 16317 TAHINKA PL PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
427 254590630 KLAMM KENNETH A & ROCHELLE L 16303 TAHINKA CT NW 16303 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
428 254590640 WEIRICH ERICA 16291 TAHINKA CT NW 16291 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
429 254590650 BENNETT ROBERT 16285 TAHINKA CT NW 16285 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
430 254590660 HUANG LIANG 16281 TAHINKA CT NW 16281 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
431 254590670 NYSTROM MARK 16273 TAHINKA CT NW 16273 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
432 254590680 CARLSON BENJAMIN 16265 TAHINKA CT NW 16265 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
433 254590690 BEUC RANDON & BEUC SASHA 16257 TAHINKA CT NW 16257 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
434 254590700 GREGORY CORT 16241 TAHINKA CT NW 16241 TAHINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
435 254590710 VANN JOSHUA 16227 TAHINKA CT NW 16227 TAKINKA CT NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
436 254590720 MEE THOMAS ARTHUR III 2965 HAWK RIDGE RD NW 2965 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
437 254590730 EDLUND JENNIFER K 2971 HAWK RIDGE RD NW 2971 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
438 254590740 ZAPPA SAMUEL 2983 HAWK RIDGE RD NW 2983 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 MILL 1,500.00$ 1,500.00$ 1,500.00$
439 254590760 PRIOR LAKE,CITY OF & CITY MANAGER 2995 HAWK RIDGE RD NW 4646 DAKOTA ST SE PRIOR LAKE, MN 55372 RECLAIM 5,500.00$ 5,500.00$ -$ NO ASSESSMENT CALCULATION - NOT BUILDABLE
440 253600160 KATZMAREK GARY & NOU 3025 HAWK RIDGE RD NW 3025 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
441 253600150 BRUDEVOLD MELANIE A & ANDREW L 3037 HAWK RIDGE RD NW 3037 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
442 253600140 HAAGENSEN MICHAEL 3049 HAWK RIDGE RD NW 3049 HAWK RIDGE RD NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
443 253600130 LYNCH MARGARET MARY 3061 HAWK RIDGE RD NW 3061 HAWK RIDGE RD PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
444 253600120 HENNY CHRISTOPHER J 3058 VIEWCREST CIR NW 3058 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
445 253600110 MALLEY JASON J 3046 VIEWCREST CIR NW 3046 VIEWCREST CIR PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
446 253600100 HEGER DOUGLAS P & KALA L 3032 VIEWCREST CIR NW 3032 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
447 253600090 HOLTAN JAMES R JR & SHARI L 3029 VIEWCREST CIR NW 3029 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
448 253600080 STROMMEN ERLING P & NORMA J 3043 VIEWCREST CIR NW 3043 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
449 253600070 MARCHESSAULT TOM 3057 VIEWCREST CIR NW 3057 VIEWCREST CIR NW PRIOR LAKE, MN 55372 1.00 1.00 RECLAIM 5,500.00$ 5,500.00$ 5,500.00$
TOTAL ASSESSMENTS 3,063,500.00$
Page 9
Appendix D: Neighborhood Meetings
Northwood Road Area Improvement Project
MARCH 2025 OPEN HOUSE SUMMARY
clients.bolton-menk.com/priorlakenorthwoodroad info@northwoodroadimprovements.com
Parking Requests
An open house was held on March 5, 2025 that introduced the project and shared and collected
feedback on the proposed improvements. Informational materials and feedback opportunities
were also available on the project website following the meeting.
WHAT’S NEXT?
The project team will carefully consider feedback received from the open house, interactive
comment map, and other channels. They will then finalize the recommended design,
incorporating valuable input from the community. In spring 2025, a public improvement
hearing and another open house will be held to share the final design and address any remaining
questions or concerns.
WHAT WE HEARD
Storm Drain and
Drainage Issues
Sanitary and Utility
Concerns
Special Events and
Community Activities
Speed Concerns
Sidewalk and
Pedestrian Safety
Easements and
Property Access
Misc. Infrastructure
Concerns
STREET
~30 ATTENDEES
MILESTONE:
Spring 2026 – Public
Assessment Hearing
MILESTONE:
Fall 2025 –
Open House #3
MILESTONE:
Spring 2025 –
Open House #2
MILESTONE:
March 2025 –
Open House #1
WE ARE
HERE
FALL 2024 – SPRING 2025
Survey Work, Preliminary Design, and
Feasibility Study
2025 – 2026 Design 2026 –2027 Construction
MILESTONE:
Winter 2025 –
26
MILESTONE:
Spring 2025 – Public
Improvement Hearing
Appendix E: Geotechnical Report
GEOTECHNICAL REPORT
NORTHWOOD ROAD AREA
PRIOR LAKE, MINNESOTA
May 21, 2025
Prepared for:
City of Prior Lake
4646 Dakota Street SE
Prior Lake, MN 55372
WSB PROJECT NO. 026583-000
GEOTECHNICAL REPORT
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000
NORTHWOOD ROAD AREA
FOR
CITY OF PRIOR LAKE
May 21, 2025
GEOTECHNICAL REPORT
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000
CERTIFICATION
I hereby certify that this plan, specification, or report was prepared by me or
under my direct supervision and that I am a duly Licensed Professional
Engineer under the laws of the State of Minnesota.
Mark W. Osborn, PE
Date: May 21, 2025 Lic. No. 41362
54
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May 21, 2025
Mr. Nick Monserud, PE
Public Works Director/ City Engineer
City of Prior Lake
4646 Dakota Street SE
Prior Lake, Minnesota 55372
Re: Geotechnical Report
Northwood Road Area
WSB Project No.: 026583-000
We have conducted a geotechnical subsurface exploration program for the above-mentioned
project. This report contains our soil boring and core logs, an evaluation of the conditions
encountered in the cores and borings and our recommendations for dewatering, subgrade
improvements, underground utilities, pavement design, and other geotechnical related design and
construction considerations.
If you have questions concerning this report or our recommendations, or regarding construction
material testing for this project, please call us at 952.737.4660.
Sincerely,
WSB
Mark Osborn, PE Alex Wacek, EIT
Senior Geotechnical Engineer Graduate Geotechnical Engineer
Attachment:
Geotechnical Report
MWO/ams
TABLE OF CONTENTS
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000
TITLE SHEET
CERTIFICATION SHEET
LETTER OF TRANSMITTAL
TABLE OF CONTENTS
1. INTRODUCTION ................................................................................................................................... 1
Project Location ......................................................................................................................... 1
Project Description .................................................................................................................... 1
Purpose and Project Scope of Services .................................................................................... 1
2. PROCEDURES ..................................................................................................................................... 2
2.1 Boring Layout and Soil Sampling Procedures ........................................................................... 2
2.2 Groundwater Measurements and Borehole Abandonment ....................................................... 2
2.3 Boring Log Procedures and Qualifications ................................................................................ 2
3. EXPLORATION RESULTS .................................................................................................................. 3
3.1 Site and Geology ....................................................................................................................... 3
3.2 Subsurface Soil and Groundwater Conditions .......................................................................... 3
3.3 Strength Characteristics ............................................................................................................ 6
3.4 Groundwater Conditions ............................................................................................................ 6
4. ENGINEERING ANALYSIS AND RECOMMENDATIONS .................................................................. 9
4.1 Discussion ................................................................................................................................. 9
4.2 Backfill and Fill Selection and Compaction ............................................................................... 9
4.3 Pavement Subgrade Preparation and Stability ....................................................................... 10
4.4 Pavement Area ........................................................................................................................ 10
4.5 Mill and Overlay ....................................................................................................................... 11
4.6 Utilities ..................................................................................................................................... 11
4.7 Dewatering............................................................................................................................... 12
4.8 Construction Considerations ................................................................................................... 12
4.9 Construction Safety ................................................................................................................. 12
4.10 Cold Weather Construction ..................................................................................................... 12
4.11 Field Observation and Testing................................................................................................. 12
4.12 Plan Review and Remarks ...................................................................................................... 13
5. STANDARD OF CARE ....................................................................................................................... 14
Appendix A
Soil Boring Exhibit
Logs of Test Borings
Symbols and Terminology on Test Boring Log
Notice to Report Users Boring Log Information
Unified Soil Classification System (USCS)
Coring Field Data
Core Photo Log
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 1
1. INTRODUCTION
Project Location
The site resides on the west side of Upper Prior Lake in Prior Lake, Minnesota. The approximate soil
boring locations can be found on the Soil Boring Exhibit in Appendix A.
Project Description
It is proposed to reconstruct portions of the following roadways: Island View Road Northwest, Island View
Circle Northwest, Northwood Road Northwest, Knollridge Drive Northwest.
Rehabilitation is planned for portions of the following roadways: Fremont Avenue Northwest, Island View
Road Northwest, Crystal Circle Northwest, Fremont Circle Northwest, Fremont Street Northwest, Lake
Bluff Circle Northwest, Shady Cove Point Northwest, Lake Haven Court Northwest, Hawk Ridge Road
Northwest, Tahinka Place Northwest, Tahinka Court Northwest, Visionary Heights Circle Northwest,
Knollridge Drive Northwest, Knollridge Court Northwest, Hawk Ridge Court Northwest.
Reconstruction areas include improvements for storm, sanitary, and water utilities.
We understand that the vertical and horizontal alignment of the roadway is proposed to remain similar to
existing conditions.
WSB has developed recommendations for this project in consideration of the proposed layout and
configurations as understood at this time. When the designer develops additional information about final
design or other significant factors, the recommendations presented herein may no longer apply. WSB
should be made aware of the revised or additional information to evaluate the recommendations for
continued applicability.
Purpose and Project Scope of Services
The City of Prior Lake authorized this scope of service. In order to assist the design team in preparing
plans and specifications, we have developed recommendations for designing utilities and pavements. As
such, we have completed a subsurface exploration program and prepared a geotechnical report for the
referenced site. This stated purpose was a significant factor in determining the scope and level of service
provided. Should the purpose of the report change the report immediately ceases to be valid and use of it
without WSB’s prior review and written authorization should be at the user’s sole risk.
Our authorized scope of work has been limited to:
1. Clearing underground utilities utilizing Gopher State One Call.
2. Mobilization / demobilization of a truck mounted drill rig.
3. Drilling 27 standard penetration borings to about 15-foot depths.
4. Core bituminous pavement at 22 locations and provide report containing:
5. Sealing the borings per Minnesota Department of Health procedures.
6. Perform soil classification and analysis.
7. Review of available project information and geologic data.
8. Providing this geotechnical report containing:
a. Summary of our findings.
b. Discussion of subsurface soil and groundwater conditions and how they may affect the
proposed utilities and pavements.
c. Estimated R-value of the soils.
d. Recommended pavement section.
e. A discussion of soils for use as structural fill and site fill.
f. Provide data obtained from coring and include pictures of each core
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 2
2. PROCEDURES
2.1 Boring Layout and Soil Sampling Procedures
WSB completed 27 standard penetration soil borings and 22 bituminous cores at the project site. WSB
recommended the boring depths and selected the desired locations. Our field crew staked the borings
using the supplied site plan. The approximate boring locations are shown on the Soil Boring Exhibit in
Appendix A which is an aerial photo.
We completed the borings between September 5 and September 13, 2024, with a truck-mounted CME-55
drill rig operated by a two-person crew. The drill crew advanced the borings using continuous hollow
stem augers. The drilling information is provided on the boring logs. Cores through the pavements were
taken in mid-November.
Generally, the drill crew sampled the soil in advance of the auger tip at two and one-half (2 ½) foot
intervals to a depth of about 15-feet. The soil samples were obtained using a split-barrel sampler which
was driven into the ground during standard penetration tests in accordance with ASTM D 1586, Standard
Method of Penetration Test and Split-Barrel Sampling of Soils. The materials encountered were
described on field logs and representative samples were containerized and transported to our laboratory
for further observation and testing.
The samples were visually observed to estimate the distribution of grain sizes, plasticity, consistency,
moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the
soils according to type using the Unified Soil Classification System (USCS). A chart describing the USCS
is included in Appendix A.
The bituminous core drilling was conducted with a truck mounted core drill utilizing a 4” diameter core
barrel. The bituminous cores were labeled, photographed and retained for further review at the laboratory.
After extracting the bituminous core, an auger was used to measure aggregate base thickness, and the
underlying subgrade was sampled and visually identified. During coring operations, the field crew also
noted the conditions witnessed in the field including surface distresses and drainage conditions. A
spreadsheet containing this information is included in Appendix A.
2.2 Groundwater Measurements and Borehole Abandonment
The drill crew observed the borings for free groundwater while drilling and after completion of the borings.
These observations and measurements are noted on the boring logs. The crew then backfilled the
borings to comply with Minnesota Department of Health regulations.
2.3 Boring Log Procedures and Qualifications
The subsurface conditions encountered by the borings are illustrated on the Logs of Test Borings in
Appendix A. Similar soils were grouped into the strata shown on the boring logs, and the appropriate
estimated USCS classification symbols were also added. The depths and thickness of the subsurface
strata indicated on the boring logs were estimated from the drilling results.
The transition between materials (horizontal and vertical) is approximate and is usually far more gradual
than shown. Information on actual subsurface conditions exists only at the specific locations indicated
and is relevant only to the time the exploration was performed. Subsurface conditions and groundwater
levels at other locations may differ from conditions found at the indicated locations. The nature and
extent of these conditions would not become evident until exposed by construction excavation. These
stratification lines were used for our analytical purposes and due to the aforementioned limitations, should
not be used as a basis of design or construction cost estimates.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 3
3. EXPLORATION RESULTS
3.1 Site and Geology
The borings were drilled directly in the roadway.
Boring elevations ranged from about 908.5 to 980.0 feet.
Geologic origins can be difficult to determine solely from boring samples. We referenced online geologic
data of the area and used our experience to help determine geologic origin of the soils, however only a
detailed geologic exploration would accurately determine the geologic history of the site.
The Scott County Geologic Atlas indicates the surficial geology of the area is mostly glacial deposits,
consisting of unsorted mixtures of sand, silt, and clays with scattered cobbles.
3.2 Subsurface Soil and Groundwater Conditions
The boring profile generally consisted of a pavement section overlying fill and glacial deposits.
Pavement Section
The bituminous pavement section encountered in the borings ranged between a minimum of 4 inches
and a maximum of 8 inches with an average of approximately 5.7 inches. The bituminous overlaid an
aggregate base that ranged in thickness from a minimum of 4 inches to a maximum of 10 inches with an
average of approximately 6.4 inches. With the exception of Borings B-10 and B-14, the aggregate base
material consisted of crushed limestone. The aggregate base material in Borings B-10 and B-14
appeared to be clayey sand with gravel and reclaimed bituminous, respectively.
Fills
The fills encountered in the borings generally consisted of clayey sands and sands that were about 1 – 7
feet in thickness where encountered.
Organics
The organic soils encountered in the borings were dark brown and dark gray in color and ranged from 3
to 5 feet in thickness. Three organic content tests were performed and the results ranged from 3 – 7%
organic material in the samples. According to the MnDOT Geotechnical Manual, 2 – 5% Organic Content
is classified as Slightly Organic, 6 – 10% Organic Content is classified as Organic.
Glacial
The glacial deposits encountered in the borings consisted of clayey sands, lean clays, sands, silts, and
silty sands. The clayey sands were light to dark brown, olive-brown, and various shades of gray in color
and were moist to wet. The lean clays were light brown to brown, and various shades of gray in color and
were moist to wet. The sands were light brown to brown, and various shades of gray in color and were
moist to waterbearing. The silts were gray in color and were moist. The silty sands were light brown in
color and were moist.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 4
Boring Profiles
Table 1 below presents the existing roadway pavement section and subgrade profiles.
Table 1: Existing Profiles
Boring
No.
Bituminous
Thickness
(inches)
Aggregate
Base
Thickness
(inches)
Subgrade Soils
(Upper 4 feet)
B-1 5.5 7 Clayey Sand
B-2 7 7 Clayey Sand, Clayey Sand
B-3 6 10 Clayey Sand
B-4 4 8 Clayey Sand, Sandy Lean Clay
B-5 7 7 Clayey Sand
B-6 6 6 Clayey Sand (fill)
B-7 7.5 6.5 Clayey Sand (fill), Clayey Sand (fill)
B-8 8 7 Clayey Sand, Clayey Sand
B-9 6 6 Clayey Sand (fill)
B-10 5 5 Clayey Sand (fill), Clayey Sand (fill)
B-11 4.5 4.5 Clayey Sand (fill), Clayey Sand
B-12 4.5 4 Clayey Sand (fill), Clayey Sand
B-13 5 7 Clayey Sand (fill), Clayey Sand
B-14 6 8 Clayey Sand (fill), Clayey Sand with Silt
B-15 5.5 6.5 Clayey Sand (fill), Clayey Sand
B-16 4.5 4 Sand (fill), Clayey Sand (fill)
B-17 5 4.5 Clayey Sand
B-18 5 3 Clayey Sand (fill), Sandy Lean Clay
B-19 5 5 Clayey Sand
B-20 5 8 Clayey Sand (fill), Clayey Sand
B-21 6 5 Clayey Sand (fill), Clayey Sand (fill)
B-22 6 4 Clayey Sand (fill), Sandy Lean Clay
B-23 6 7 Clayey Sand (fill), Organic Clayey Sand (fill)
B-24 5 5 Clayey Sand
B-25 5.5 8.5 Clayey Sand (fill), Slightly Organic Clayey Sand
B-26 6 10 Clayey Sand (fill), Clayey Sand (fill)
B-27 7 8 Clayey Sand (fill), Clayey Sand (fill)
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 5
Table 2 below presents the existing pavement section and subgrade soils that were encountered during
coring operations. Please note that the table below is simplified, and a more detailed version is available
in the appendix.
Table 2: Existing Core Profiles
Core
ID Location
Bituminous
Thickness
(inches)
Aggregate
Base
Thickness
(inches)
Subgrade Soils
(Upper 4 feet)
C-1 Fremont Ave NW 5.25 6 Clayey Sand
C-2 Island View Rd NW 5.5 12+ Did not reach apparent stratum
C-3 Fremont Ave NW 5.5 7.5 Clayey Sand
C-4 Crystal Circle NW 4.25 9.5 Clayey Sand
C-5 Fremont Ave NW 4 6 Sand
C-6 Fremont Circle NW 5.5 6 Clayey Sand
C-7 Fremont Street NW 4 6 Clayey Sand
C-8 Fremont Ave NW 4.5 8.5 Clayey Sand
C-9 Lake Bluff Circle NW 5 7 Sand
C-10 Shady Cove Point NW 4.5 9 Sand
C-11 Lake Haven Ct NW 5 8 Sand
C-12 Viewcrest Circle NW 4.5 5.5 Sand
C-13 Knollridge Dr NW 3.5 8.5 Sand
C-14 Hawk Ridge Ct NW 4 4 Sand
C-15 Knollridge Ct NW 4.25 6 Sand
C-16 Hawk Ridge Rd NW 4.5 5 Sand
C-17 Hawk Ridge Rd NW 4.5 5 Sand
C-18 Visionary Heights Cir NW 3.5 6 Sand
C-19 Tahinka Ct NW 4 6 Sand
C-20 Hawk Ridge Rd NW 4 5.5 Sand
C-21 Tahinka Pl NW 4 6 Sand
C-22 Tahinka Pl NW 3.5 4 Sand
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 6
3.3 Strength Characteristics
The penetration resistance N-values of the materials encountered were recorded during drilling and are
indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and
are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture
contents were also utilized to make an engineering judgment of the consistency of the materials.
Table 3 presents a summary of the penetration resistances (N-value which are indicated by Blows Per
Foot BPF) in the soils for the borings completed and remarks regarding the material strengths of the soils.
Table 3: Penetration Resistances
Soil Type Classification Penetration
Resistances Remarks
Fill SP, SC 4 – 12 BPF Very loose to loose
Glacial (cohesionless) SP, SP-SC,
SC, SM, ML 4 – 31 BPF Very loose to dense
Glacial (cohesive) CL 3 – 10 BPF Very soft to firm
The preceding is a generalized description of soil conditions at this site. Variations from the generalized
profile exist and should be assessed from the boring logs, the normal geologic character of the deposits,
and the soils uncovered during site excavation.
3.4 Groundwater Conditions
WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and
discussed its interpretation of the data in the text of the report. Note that groundwater levels may
fluctuate due to seasonal variations (e.g. precipitation, snowmelt and rainfall) and/or other factors not
evident at the time of measurement.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 7
Table 4 below is a summary of the estimated water levels at our borings.
Table 4: Groundwater Measurements
Boring No. Ground Surface
Elevation
Estimated Depth
to Groundwater
Estimated Depth
of Gray Colored
Soils
Estimated
Groundwater
Elevation
B-1 929.5 n/a n/a Below 914.5
B-2 925.5 n/a 12 Below 910.5
B-3 911.0 7 4 904.0
B-4 917.0 n/a 9 Below 902.5
B-5 911.0 8 4 903.0
B-6 942.0 n/a n/a Below 927.5
B-7 917.0 n/a 9 Below 902.5
B-8 920.0 n/a 2 Below 905.5
B-9 921.5 n/a n/a Below 906.5
B-10 916.5 n/a 6.5 Below 902.5
B-11 946.0 n/a n/a Below 931.5
B-12 968.0 n/a n/a Below 953.5
B-13 980.0 n/a n/a Below 965.5
B-14 976.5 n/a n/a Below 962.5
B-15 957.0 n/a n/a Below 942.5
B-16 960.5 n/a n/a Below 945.5
B-17 949.5 n/a n/a Below 934.5
B-18 937.0 n/a 6.5 Below 922.5
B-19 923.0 n/a 7 Below 908.5
B-20 908.5 n/a 2.5 Below 893.5
B-21 912.5 n/a 7 Below 898.5
B-22 937.0 n/a n/a Below 912.5
B-23 919.0 n/a 5.5 Below 904.5
B-24 914.5 13.5 5 901.0
B-25 920.5 n/a 8 Below 905.5
B-26 913.5 n/a 4.5 Below 899.5
B-27 921.5 13 9 908.5
n/a – indicates ground water was not encountered. Elevations are rounded to the highest ½ foot.
Gray colored soils were encountered in Borings B-2, B-3, B-4, B-5, B-7, B-8, B-10, B-15, B-18, B-19, B-
20, B-21, B-23, B-24, B-25, B-26, and B-27. Gray colored soils can be an indication of long-term
saturation conditions and could show potential groundwater elevations. The shallow groundwater could
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 8
present an issue to excavations and placement of foundations and for utility installation. It is our opinion
that wet soils, waterbearing sand lenses, and perched groundwater could be encountered at this site and
could affect construction of foundations and utilities.
Upper Prior Lake is adjacent to the project. According to online data from the Minnesota Department of
Natural Resources, Upper Prior Lake has an ordinary high-water level of 889 feet.
The bore holes were only left open for a short period of time, and groundwater levels may not have
stabilized.
It should be noted that groundwater readings are difficult to obtain in cohesive soils such as the lean clays
indicated in the boring logs. These soils have a low permeability and take a long period of time to obtain
groundwater readings in. If more accurate subsurface water levels are needed, we recommend
piezometers be installed to determine the groundwater level over several months. Monitoring
groundwater table elevation could occur up to the time of construction. This work was outside our scope
of services.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 9
4. ENGINEERING ANALYSIS AND RECOMMENDATIONS
4.1 Discussion
Organic soils and vegetated root zones are not suitable for structural support, and should be removed
from the roadway and construction areas.
Many of the soils encountered were wet. Wet soils encountered in our borings will likely be wet when
excavated and require significant drying prior to reuse as structural backfill and fill. Drying of wet clayey
soils is generally accomplished via discing and drying which requires time and an area to place and
spread the wet soils. Considering utility trenches typically need to be backfilled shortly after placing the
utilities, time is a factor and many project sites do not plan an area for drying or have the room to spread
the soils. In addition, construction during wet and cooler times of the year will inhibit the effectiveness of
this method. In such conditions excavation and replacement of wet soils or chemical stabilization/drying
such as the use of lime may be considered. We suggest the contractors bidding on the work have a soil
moisture conditioning plan to allow for reuse of as much onsite soils as possible and to reduce import of
sand. A cost for removal and replacement of wet clays should also be provided.
No information was provided to us regarding density tests or excavation observations for the existing fills
encountered at the boring locations. Generally, fills that are not documented are recommended for
removal and replacement with an engineered fill. Construction on existing fills has a higher risk of
differential settlement. The best option would be complete removal of the existing fill materials, and
replacement with engineered fill.
However, as many of these fills were placed within the existing roadway and have been in-place and
subjected to roadway traffic for years, it is our opinion that the risk of additional settlement is low for any
clay or sandy fills. The City would have to approve of the risks involved with constructing upon existing
clay and sand fills, however this report has provided recommendations to minimize this risk. Organic
materials within the upper 4 feet of the pavement section would still be considered higher risk and require
removal.
Based on the results of our borings, the glacially deposited soils generally appear capable of supporting
the utilities and roadway.
General
It is our opinion that groundwater could be encountered by excavations at this site and could affect
construction of utilities. It is possible that groundwater levels could rise above the planned elevation of
proposed utilities. Consideration should be given to adjusting the elevation of the proposed utilities to
account for fluctuations in groundwater.
Generally, the soils in the upper 4 feet of the subgrade influence pavement performance the most. The
soils within the pavement subgrade consist of clayey soils, which are frost susceptible soils.
Consideration should be given to partially subcutting these soils and replacing with a non-frost
susceptible granular fill to reduce the potential frost heave below the pavement section.
4.2 Backfill and Fill Selection and Compaction
The on-site non-organic soils may be reused as backfill and fill provided they are moisture conditioned
and can be compacted to their specified densities. Wet soils that are excavated would need to be dried
before reused as an engineered fill. We recommend use of a minimum of 2 feet of clean coarse sand
with less than 50 percent passing the #40 sieve and less than 5 percent passing the #200 sieve when
backfilling the bottom of a wet excavation.
Gravel or cobbles larger than 2 inches in diameter should not be placed within 2 feet of grading grade or
utilities. We recommend that clayey soils be moisture conditioned to within +/-2 percent of the optimum
moisture content as determined from their standard Proctor tests (ASTM D-698). Granular fills should be
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 10
moisture conditioned to between -4% and +2% of the optimum moisture content. Fill should be spread in
lifts of 6 inches, depending on the size and type of compaction equipment used.
Table 5 provides the recommended compaction levels.
Table 5: Recommended Level of Compaction for Backfill and Fill
Area Percent of Standard Proctor
Maximum Dry Density
Pavement: Within 3 feet of bottom of aggregate base 100
Pavement: Greater than 3 feet below aggregate base 95
Utility Trench and Utility Structure Backfill 100
Landscaping (non-structural) 90
4.3 Pavement Subgrade Preparation and Stability
We recommend excavation of organics below the pavement areas.
The soils at the bottom of the excavation should be prepared in accordance with MnDOT Specification
2112, Subgrade Preparation. Before placement of the sand subbase, the final subgrade should have
proper stability within three vertical feet of grading grade (grade which contacts the bottom of the
aggregate base). This will generally be achieved in fill areas with proper compaction of embankment
materials and in cut areas through proper subgrade preparation. The stability of the pavement subgrade
should be evaluated prior to placement of the sand subbase using the test roll procedure (MnDOT 2111),
except a fully loaded tandem axle dump truck or a full water truck should be utilized for the test roll. If
unstable soils are found under the test roll, these soils should be improved by means of scarification,
moisture conditioning, and re-compaction, or by subcutting and replacement.
4.4 Pavement Area
Once the site has been prepared as recommended, we anticipate the prepared subgrade soils will consist
mostly of clayey sands, sands, and lean clays. Based on the MnDOT Flexible Pavement Guide from
2020, the R-values of the subgrade soils would range between 10 and 70. We used a design R-value of
18 for the roadway.
We used historical traffic data from the MnDOT Traffic Mapping Application to determine the estimated
Equivalent Single Axle Loads (ESAL’s) for roadway design to be approximately 91,000. Our design is
based on a standard twenty (20) year design life of the urban pavement section and a 10-ton road design.
Based on MnDOT’s FlexPave excel design utilizing granular equivalent charts, we recommend the
granular equivalent be a minimum of 13.44. The City of Prior Lake has a standard minimum pavement
section that is shown in Table 6 below. This pavement section meets or exceeds the minimum
requirements and the additional select granular will provide additional resistance to frost heave.
Table 6: Recommended Flexible Pavement Section
Section Thickness (inches) Granular Equivalent
Bituminous Course, MnDOT 2360 SPWEA340C 4 9
Aggregate Base, MnDOT 3138 (Class 5) 6 6
Select Granular, MnDOT 3149.2.B.2 12 6
Geotextile Fabric, MnDOT 3733.1, Type 9 Yes -
Subgrade Preparation, MnDOT 2112 Yes -
TOTAL - 21
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 11
Aggregate base placement for pavement support should meet the gradation and quality requirements for
Class 5 per MnDOT specification 3138. Aggregate base material should be compacted to 100 percent of
its standard Proctor maximum dry density, or alternatively Penetration Index Method in accordance with
MnDOT 2211.
Within several years after initial paving, some thermal shrinkage cracks will develop. We recommend
routine maintenance be performed to improve pavement performance and increase pavement life.
Pavement should be sealed with a liquid bitumen sealer to retard water intrusion into the base course and
subgrade. Localized patch failures may also develop where trucks or buses turn on the pavement. When
these occur, they should be cut out and patch repaired.
The pavement sections above provide options to meet the ESAL requirements. Other pavement design
options would be acceptable as well as long as they meet the minimum requirements for bituminous
thickness, aggregate base thickness, and can meet the ESAL requirements.
Drainage of the sand subbase is recommended. Drainage of the sand subbase may be accomplished by
daylighting to adjacent ditches or the use of drain tile. Drain tile wrapped in a sock should be placed at
the base of the sand subbase and tied into catch basins.
Drainage of the non-frost susceptible subgrade soils is important to ensure the area does not have a
“bathtub” effect of holding water, which can lead to excess frost heaving and deteriorating subgrade
conditions.
4.5 Mill and Overlay
We understand The City is looking for alternate street rehabilitation techniques in lieu of full
reconstruction. WSB has reviewed the data obtained and considered mill and overlay as a potential
rehabilitation technique.
A mill and overlay operation includes removing a specified portion of the existing bituminous pavement
using a large milling machine. A Texas underseal could be placed to overlay the existing pavement to
provide an impervious membrane to stop the instruction of moisture. The surface is then swept clean and
repaired with bituminous patching before a new bituminous asphalt layer is placed.
WSB noted three conditions that may limit the life expectancy of this option. The conditions include thin
bituminous pavement areas, high fines content in existing aggregate base, and many of the cores
exhibited raveling in the base course of asphalt. We also noted various transverse, longitudinal, and
alligator cracking and a mill and overlay would not remove the risk of these cracks reflecting through the
upper layers. Options of using a “forta-fi fiber” bituminous section may reduce or delay the onset of
reflective cracking from occurring. We noted some raveling in the cores; however, it was mostly
contained within the base course.
It is our opinion that performing a mill and overlay will provide a benefit and extend the life of the roadway.
4.6 Utilities
Invert elevations for the storm utilities are anticipated to be within 5 feet of existing grades, and invert
elevations for the watermain and sanitary sewer are anticipated to be between 8 and 12 feet below grade.
Based on the borings, the subgrade soils for the utilities will consist chiefly of clayey sands, sands, lean
clays, silty sands, and silts.
Underground utilities are expected to be installed by backhoes completing the excavations and placing
fills. Soil compactors should be used to compact the backfilled material in even lifts to their specified
densities.
The soils encountered would generally be considered corrosive to metal pipes.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 12
The borings encountered clayey soils, which are considered somewhat corrosive to metallic pipes.
Where such soils exist along the alignment, we recommend mitigation measures to help reduce corrosion
potential. A common option would be to utilize a granular bedding around the pipe. Another option would
be for polyethylene encasement for the metal pipes in highly corrosive soils. Trench backfill above this
point may consist of the non-organic excavated soils once moisture conditioned as recommended.
4.7 Dewatering
Wet and saturated soils were encountered in the borings at shallow excavations. Groundwater could
enter the excavations. Dewatering can likely be accomplished with sumps and pumps placed at low
points in the utility trenches.
4.8 Construction Considerations
Good surface drainage should be maintained throughout the work so that the site is not vulnerable to
ponding during or after a rainfall. If water enters the excavations, it should be promptly removed prior to
further construction activities. Under no circumstances should fill or concrete be placed into standing
water.
Soil corrections at this site for pavement subgrades may not be continuous. We recommend tapering the
fills back to native soils at a ten to one (10H:1V) slope.
4.9 Construction Safety
All excavations should comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P
“Excavations and Trenches”. This document states that excavation safety is the responsibility of the
contractor. Reference to this OSHA requirement should be included in the job specifications.
The responsibility to provide safe working conditions on this site, for earthwork, building construction, or
any associated operations is solely that of the contractor. This responsibility is not borne in any manner
by WSB.
4.10 Cold Weather Construction
It is our understanding that construction is unlikely to occur during the winter months. However, if the
construction does continue into the winter months we recommend the following guidelines.
Roadbeds should not be constructed during periods when the material freezes while being placed and
compacted, nor should material be placed on soil that is frozen to a depth greater than 4 inches. When
the soils are frozen to a depth exceeding 4 inches, at a time when weather conditions are such that
construction could be continued without the material freezing as it is being placed and compacted, the
contractor may be permitted to excavate the frozen soil and proceed with the construction for so long as
the weather permits. The frozen soils should be pulverized or replaced with other suitable soils. Only
unfrozen materials should be used.
Placement of fill and/or foundation concrete should not be permitted on frozen soil, and the bearing soils
under footings or under the floor slab should not be allowed to freeze after concrete is placed, because
excessive post-construction settlement could occur as the frozen soils thaw.
4.11 Field Observation and Testing
The soil conditions illustrated on the Logs of Test Borings in Appendix A are indicative of the conditions
only at the boring locations. For this reason, we recommend that excavations at this site be observed by
a soil engineer or technician prior to fill or backfill placement or construction of foundation elements to
determine if the soils are capable of supporting the fill backfill and/or foundation loads. These
observations are recommended to judge if the unsuitable materials have been removed from within the
planned construction area and an appropriate degree of lateral oversize has been provided.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 13
WSB also recommends a representative number of field density tests be taken in engineered fill and
backfill placed to aid in judging its suitability. Fill placement and compaction should be monitored and
tested to determine that the resulting fill and backfill conforms to specified density, strength or
compressibility requirements. We recommend at least one compaction test for every 150 feet of utility
trench at a vertical interval of two (2) feet. Prior to use, proposed fill and backfill material should be
submitted to the WSB laboratory for testing to verify compliance with recommendations and project
specifications.
Dynamic Cone Penetrometer (DCP) tests can be completed on the aggregate base in lieu of density
testing. We recommend following MnDOT Specification 2211.3.D.2.c.
WSB would be pleased to provide the advised field observation, monitoring and testing services during
construction.
4.12 Plan Review and Remarks
The observations, recommendations and conclusions described in this report are based primarily on
information provided to WSB, obtained from our subsurface exploration, our experience, several
assumptions and the scopes of service developed for this project and are for the sole use of our client.
We recommend that WSB be retained to perform a review of final design drawing and specifications to
evaluate that the geotechnical engineering report has not been misinterpreted. Should there be changes
in the design or location of the structures related to this project or if there are uncertainties in the report
we should be notified. We would be pleased to review project changes and modify the recommendations
in this report or provide clarification in writing.
The entire report should be kept together; for example, boring logs should not be removed and placed in
the specifications separately.
The boring logs and related information included in this report are indicators of the subsurface conditions
only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test
Boring sheets in Appendix A. The subsurface conditions, including groundwater levels, at other
locations on the site may differ significantly from conditions that existed at the time of sampling and at the
boring locations.
The test borings were completed by WSB solely to obtain indications of subsurface conditions as part of a
geotechnical exploration program. No services were performed to evaluate subsurface environmental
conditions.
WSB has not performed observations, investigations, explorations, studies or testing that are not
specifically listed in the scope of service. WSB should not be liable for failing to discover any condition
whose discovery required the performance of services not authorized by the Agreement.
Geotechnical Report
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000 Page 14
5. STANDARD OF CARE
The recommendations and opinions contained in this report are based on our professional judgment. The
soil testing and geotechnical engineering services performed for this project have been performed with
the level of skill and diligence ordinarily exercised by reputable members of the same profession under
similar circumstances, at the same time and in the same or a similar locale. No warranty, either
expressed or implied, is made.
Geotechnical Report Appendix A
Northwood Road Area
City of Prior Lake
WSB Project No. 026583-000
APPENDIX A
Soil Borings Exhibit
Logs of Test Borings
Symbols and Terminology on Test Boring Log
Notice to Report Users Boring Log Information
Unified Soil Classification Sheet (USCS)
Coring Field Data
Core Photo Log
!
!!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!
!!
!!
!
!
!
!!
!
!
!
!
!
!
!
!
!
!
!
C-1
C-2C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
C-21
C-22
B-1
B-2
B-3
B-4
B-5
B-6
B-7B-8B-9
B-10B-11
B-12
B-13
B-14
B-15B-16
B-17
B-18
B-19
B-20
B-21
B-22
B-23
B-24
B-25
B-26
B-27
Do
c
u
m
e
n
t
P
a
t
h
:
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
I
S
\
M
a
p
s
\
G
e
o
t
e
c
h
S
o
i
l
B
o
r
i
n
g
-
0
2
6
5
8
3
\
8
,
5
x
1
1
_
l
a
n
d
s
c
a
p
e
b
o
r
d
e
r
D
a
t
e
S
a
v
e
d
:
5
/
2
2
/
2
0
2
5
¯1 inch = 1,050 feet
0 1,050
FeetNorthwood Road Area
Prior Lake, MN
Soil Boring Exhibit
!Soil Boring
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
7
8
8
7
8
SC 11
17
18
20
47
5.5" BITUMINOUS
7" CRUSHED LIMESTONE
CLAYEY SAND, fine to coarse grained,
brown, moist, loose
End of Boring 14.5 ft.
N-Value Plot
60 12
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 814.59:00 am9/05/2024
Boring Moved 8' East
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-1
PAGE 1 OF 1SURFACE ELEVATION: 929.4 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
928
927
926
925
924
923
922
921
920
919
918
917
916
915
ELEV.
(ft)
928
927
926
925
924
923
922
921
920
919
918
917
916
915
DESCRIPTION OF MATERIAL
7
8
8
7
8
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
8
8
7
8
11
SC
SC
SC
13
13
18
15
46
7" BITUMINOUS
7" CRUSHED LIMESTONE
CLAYEY SAND, fine to medium grained,
brown, moist, loose
CLAYEY SAND, fine to coarse grained,
brown, moist, loose
CLAYEY SAND, fine to coarse grained, gray
to brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 814.510:00 am9/05/2024
Boring Moved 8' West
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-2
PAGE 1 OF 1SURFACE ELEVATION: 925.345 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
924
923
922
921
920
919
918
917
916
915
914
913
912
911
ELEV.
(ft)
924
923
922
921
920
919
918
917
916
915
914
913
912
911
DESCRIPTION OF MATERIAL
8
8
7
8
11
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
7
4
4
7
8
SC
SC
SC
SC
16
17
17
16
43
6" BITUMINOUS
10" CRUSHED LIMESTONE
CLAYEY SAND, fine to coarse grained,
brown, moist to wet, loose
CLAYEY SAND, fine to coarse grained, brown
with gray, wet, very loose
CLAYEY SAND, fine to coarse grained,
brown, wet, loose
CLAYEY SAND, fine to medium grained,
gray, moist, loose
End of Boring 14.5 ft.
N-Value Plot
60 12
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1014.511:00 am
11:45 am
9/05/2024
9/05/2024
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
7.0
8.0
904.217
903.217
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-3
PAGE 1 OF 1SURFACE ELEVATION: 911.217 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
910
909
908
907
906
905
904
903
902
901
900
899
898
897
ELEV.
(ft)
910
909
908
907
906
905
904
903
902
901
900
899
898
897
DESCRIPTION OF MATERIAL
7
4
4
7
8
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
7
8
10
10
9
SC
CL
SC
SC
9
15
17
19
60
4" BITUMINOUS
8" CRUSHED LIMESTONE
CLAYEY SAND, fine to medium grained,
brown, moist
SANDY LEAN CLAY, light brown, moist, soft
to firm
CLAYEY SAND, fine to medium grained,
grayish brown, loose
CLAYEY SAND, fine to coarse grained,
brown, moist, loose
- [Lens of sand at 13.5']
End of Boring 14.5 ft.
N-Value Plot
70 14
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1114.512:00 pm9/05/2024
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-4
PAGE 1 OF 1SURFACE ELEVATION: 916.768 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
916
915
914
913
912
911
910
909
908
907
906
905
904
903
ELEV.
(ft)
916
915
914
913
912
911
910
909
908
907
906
905
904
903
DESCRIPTION OF MATERIAL
7
8
10
10
9
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
6
14
10
6
10
SC
SC
SP-SC
SC
13
13
18
7" BITUMINOUS
7" CRUSHED LIMESTONE
CLAYEY SAND, fine to medium grained,
brown, moist, loose
CLAYEY SAND, fine to coarse grained,
grayish brown, moist, medium dense
SAND WITH CLAY, fine to medium grained,
brown, moist, loose
CLAYEY SAND, fine to coarse grained,
grayish brown, wet, loose
End of Boring 14.5 ft.
N-Value Plot
90 18
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 814.51:00 pm9/05/2024
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
8.0 903.205
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-5
PAGE 1 OF 1SURFACE ELEVATION: 911.205 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
910
909
908
907
906
905
904
903
902
901
900
899
898
897
ELEV.
(ft)
910
909
908
907
906
905
904
903
902
901
900
899
898
897
DESCRIPTION OF MATERIAL
6
14
10
6
10
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
6
7
11
10
17
SC
SC
13
16
17
13
45
6" BITUMINOUS
6" CRUSHED LIMESTONE
CLAYEY SAND, moist, brown
CLAYEY SAND, fine to coarse grained, light
brown, wet, loose to medium dense
- [Lens of sand between 7.5 and 8.5 feet]
CLAYEY SAND, fine to coarse grained,
brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
10.50 21
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1014.59:00 am9/09/2024
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-6
PAGE 1 OF 1SURFACE ELEVATION: 942.206 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
941
940
939
938
937
936
935
934
933
932
931
930
929
928
ELEV.
(ft)
941
940
939
938
937
936
935
934
933
932
931
930
929
928
DESCRIPTION OF MATERIAL
6
7
11
10
17
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
Glacial Outwash
Glacial Till
7
8
10
8
26
SC
SP
ML
SC
12
12
15
22
9
7.5" BITUMINOUS
6.5" CRUSHED LIMESTONE
CLAYEY SAND, brown, moist
CLAYEY SAND, brown and olive, moist
CLAYEY SAND WITH LITTLE GRAVEL,
fine to medium grained, brown, moist, loose
SAND, fine grained, gray and light brown,
moist, loose
- [Lens of silt between 7.5 and 8.5 feet]
SILT WITH CLAY, gray, moist, loose
CLAYEY SAND, fine to coarse grained, brown
with grayish brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
150 30
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1014.52:00 pm9/05/2024
START: 9/05/2024 END: 9/05/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-7
PAGE 1 OF 1SURFACE ELEVATION: 917.182 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
916
915
914
913
912
911
910
909
908
907
906
905
904
903
ELEV.
(ft)
916
915
914
913
912
911
910
909
908
907
906
905
904
903
DESCRIPTION OF MATERIAL
7
8
10
8
26
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
Glacial Outwash
4
7
12
10
10
SC
SC
CL
SC
SC
SP
17
18
15
13
58
8" BITUMINOUS
7" CRUSHED LIMESTONE
CLAYEY SAND, fine to medium grained,
brown, moist
CLAYEY SAND, fine to medium grained,
grayish brown, very loose
SANDY LEAN CLAY, brown, wet, soft
CLAYEY SAND, fine to medium grained,
brown, moist, medium dense
CLAYEY SAND WITH SILT, fine grained,
brown with gray and reddish brown, moist,
loose
SAND WITH LITTLE GRAVEL, fine to
medium grained, light grayish brown, moist,
loose
End of Boring 14.5 ft.
N-Value Plot
80 16
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1114.510:00 am9/09/2024
START: 9/09/2024 END: 9/09/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-8
PAGE 1 OF 1SURFACE ELEVATION: 920.118 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
919
918
917
916
915
914
913
912
911
910
909
908
907
906
ELEV.
(ft)
919
918
917
916
915
914
913
912
911
910
909
908
907
906
DESCRIPTION OF MATERIAL
4
7
12
10
10
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
5
4
11
13
15
SC
11
10
14
15 48
6" BITUMINOUS
6" CRUSHED LIMESTONE
CLAYEY SAND WITH LITTLE GRAVEL,
brown, moist
CLAYEY SAND, fine to coarse grained, brown
with reddish brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
9.50 19
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 10.514.511:00 am9/09/2024
Boring Moved 5' South
START: 9/09/2024 END: 9/09/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-9
PAGE 1 OF 1SURFACE ELEVATION: 921.366 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
920
919
918
917
916
915
914
913
912
911
910
909
908
907
ELEV.
(ft)
920
919
918
917
916
915
914
913
912
911
910
909
908
907
DESCRIPTION OF MATERIAL
5
4
11
13
15
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
7
5
5
5
6
SC
CL
SC
SC
14
20
18
16
18
57
5" BITUMINOUS
5" CLAYEY SAND WITH GRAVEL, brown,
moist
CLAYEY SAND, grayish brown, moist
CLAYEY SAND, grayish brown and gray,
moist
CLAYEY SAND, fine to medium grained,
olive brown and reddish brown, wet, loose
SANDY LEAN CLAY, gray, wet, soft
CLAYEY SAND, fine to coarse grained, gray,
wet, loose
CLAYEY SAND, fine to coarse grained,
brown, wet, loose
End of Boring 14.5 ft.
N-Value Plot
5.50 11
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1114.512:00 pm9/09/2024
Boring Moved 5' North
START: 9/09/2024 END: 9/09/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-10
PAGE 1 OF 1SURFACE ELEVATION: 916.626 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
916
915
914
913
912
911
910
909
908
907
906
905
904
903
ELEV.
(ft)
916
915
914
913
912
911
910
909
908
907
906
905
904
903
DESCRIPTION OF MATERIAL
7
5
5
5
6
3.25" HSA 0' - 14.5'
1
2
3
4
5
6*
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till 6
9
10
12
31
SC
SC
15
14
14
14
49
4.5" BITUMINOUS
4.5" CRUSHED LIMESTONE
CLAYEY SAND, brown, moist
CLAYEY SAND, fine to coarse grained, light
brown with reddish brown, moist, loose
CLAYEY SAND, fine to coarse grained, light
brown with reddish brown, moist, medium
dense to dense
End of Boring 14.5 ft.
N-Value Plot
17.50 35
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1214.51:00 pm9/09/2024
* Pushed Rock
START: 9/09/2024 END: 9/09/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-11
PAGE 1 OF 1SURFACE ELEVATION: 946.066 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
945
944
943
942
941
940
939
938
937
936
935
934
933
932
ELEV.
(ft)
945
944
943
942
941
940
939
938
937
936
935
934
933
932
DESCRIPTION OF MATERIAL
6
9
10
12
31
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till 6
9
9
14
15
SC
SM
SP-SC
16
15
11 30
4.5" BITUMINOUS
4" CRUSHED LIMESTONE
CLAYEY SAND WITH GRAVEL, dark
brown, moist
CLAYEY SAND, fine to medium grained,
brown, wet loose
- [Lens of sand between 7 and 8.5 feet]
SILTY SAND, fine grained, light brown, moist,
medium dense
SAND WITH CLAY, fine to coarse grained,
brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
9.50 19
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1114.510:00 am9/10/2024
START: 9/10/2024 END: 9/10/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-12
PAGE 1 OF 1SURFACE ELEVATION: 968.096 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
967
966
965
964
963
962
961
960
959
958
957
956
955
954
ELEV.
(ft)
967
966
965
964
963
962
961
960
959
958
957
956
955
954
DESCRIPTION OF MATERIAL
6
9
9
14
15
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till 5
6
8
11
15
SC
SP-SC
17
17
17
47
5" BITUMINOUS
7" CRUSHED LIMESTONE
CLAYEY SAND, brown, wet
CLAYEY SAND, fine to coarse grained,
brown, wet, loose
SAND WITH CLAY, fine to coarse grained,
brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
9.50 19
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 10.514.510:00 am9/10/2024
START: 9/10/2024 END: 9/10/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-13
PAGE 1 OF 1SURFACE ELEVATION: 980.084 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
979
978
977
976
975
974
973
972
971
970
969
968
967
966
ELEV.
(ft)
979
978
977
976
975
974
973
972
971
970
969
968
967
966
DESCRIPTION OF MATERIAL
5
6
8
11
15
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
Glacial Outwash
6
8
10
11
11
SC
SP
12
16
16
16
6" BITUMINOUS
8" RECLAIMED BITUMINOUS
CLAYEY SAND WITH LITTLE GRAVEL,
brown, moist
CLAYEY SAND WITH SILT, fine to medium
grained, light brown, moist, loose
SAND, fine to medium grained, brown, moist,
medium dense to dense
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 10.514.511:00 am9/10/2024
START: 9/10/2024 END: 9/10/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-14
PAGE 1 OF 1SURFACE ELEVATION: 976.562 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
976
975
974
973
972
971
970
969
968
967
966
965
964
963
ELEV.
(ft)
976
975
974
973
972
971
970
969
968
967
966
965
964
963
DESCRIPTION OF MATERIAL
6
8
10
11
11
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till 6
6
10
11
13
SC
CL
CL
SC
18
24
22
15
62
5.5" BITUMINOUS
6.5" CRUSHED LIMESTONE
CLAYEY SAND, dark brown, moist
CLAYEY SAND, fine to medium grained, dark
grayish brown, wet, loose
SANDY LEAN CLAY, brown, wet, soft
SANDY LEAN CLAY, light brown, wet, firm
CLAYEY SAND, fine to medium grained, light
brown, moist, medium dense to dense
End of Boring 14.5 ft.
N-Value Plot
8.50 17
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1114.512:00 pm9/10/2024
START: 9/10/2024 END: 9/10/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-15
PAGE 1 OF 1SURFACE ELEVATION: 957.244 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
956
955
954
953
952
951
950
949
948
947
946
945
944
943
ELEV.
(ft)
956
955
954
953
952
951
950
949
948
947
946
945
944
943
DESCRIPTION OF MATERIAL
6
6
10
11
13
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
6
10
9
10
11
CL
CL
SC
23
19
21
16
66
66
4.5" BITUMINOUS
4" CRUSHED LIMESTONE
SAND, grayish brown, moist
CLAYEY SAND, brown and dark brown and
gray, moist
SANDY LEAN CLAY, light brown, moist,
firm
SANDY LEAN CLAY, light brown with white,
moist, firm
CLAYEY SAND, fine to medium grained,
brown with reddish brown, moist, loose to
medium dense
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1014.51:00 pm9/10/2024
START: 9/10/2024 END: 9/10/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-16
PAGE 1 OF 1SURFACE ELEVATION: 960.485 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
959
958
957
956
955
954
953
952
951
950
949
948
947
946
ELEV.
(ft)
959
958
957
956
955
954
953
952
951
950
949
948
947
946
DESCRIPTION OF MATERIAL
6
10
9
10
11
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
8
10
13
14
15
SC
SC
SP-SC
17
15
16
14
46
5" BITUMINOUS
4.5" CRUSHED LIMESTONE
CLAYEY SAND WITH LITTLE GRAVEL,
fine to medium grained, brown, wet, loose
CLAYEY SAND, fine to coarse grained, brown
with reddish brown, wet, medium dense
SAND WITH CLAY, fine to coarse grained,
light brown, moist, medium dense
End of Boring 14.5 ft.
N-Value Plot
9.50 19
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1214.52:00 pm9/11/2024
START: 9/11/2024 END: 9/11/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-17
PAGE 1 OF 1SURFACE ELEVATION: 949.303 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
948
947
946
945
944
943
942
941
940
939
938
937
936
935
ELEV.
(ft)
948
947
946
945
944
943
942
941
940
939
938
937
936
935
DESCRIPTION OF MATERIAL
8
10
13
14
15
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
7
9
10
9
9
CL
SC
SC
SC
14
13
15
15
51
5" BITUMINOUS
3" CRUSHED LIMESTONE
CLAYEY SAND, dark grayish brown, wet
SANDY LEAN CLAY, brown, moist, soft to
firm
CLAYEY SAND, fine to coarse grained,
grayish brown, moist, loose
CLAYEY SAND, fine to coarse grained, brown
with grayish brown and reddish brown, moist,
loose
CLAYEY SAND WITH LITTLE GRAVEL,
fine to medium grained, brown, wet, loose
End of Boring 14.5 ft.
N-Value Plot
70 14
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1214.59:00 am9/11/2024
Boring Moved 10' North
START: 9/11/2024 END: 9/11/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-18
PAGE 1 OF 1SURFACE ELEVATION: 936.79 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
936
935
934
933
932
931
930
929
928
927
926
925
924
923
ELEV.
(ft)
936
935
934
933
932
931
930
929
928
927
926
925
924
923
DESCRIPTION OF MATERIAL
7
9
10
9
9
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Glacial Till
7
10
9
8
8
SC
SC
SC
18
16
15
19
48
5" BITUMINOUS
5" CRUSHED LIMESTONE
CLAYEY SAND, fine to medium grained,
brown, wet, loose
CLAYEY SAND, fine to medium grained,
brown, moist, loose
CLAYEY SAND, fine to medium grained,
brown with grayish brown and reddish brown,
moist, loose
End of Boring 14.5 ft.
N-Value Plot
70 14
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 12.514.510:00 am9/11/2024
START: 9/11/2024 END: 9/11/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-19
PAGE 1 OF 1SURFACE ELEVATION: 922.882 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
922
921
920
919
918
917
916
915
914
913
912
911
910
909
ELEV.
(ft)
922
921
920
919
918
917
916
915
914
913
912
911
910
909
DESCRIPTION OF MATERIAL
7
10
9
8
8
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till 7
6
3
4
6
SC
CL
CL
SC
16
21
22
20
56
5" BITUMINOUS
8" CRUSHED LIMESTONE
CLAYEY SAND WITH GRAVEL, pieces of
limestone, brown, moist
CLAYEY SAND, fine to coarse grained, gray,
moist, loose
SANDY LEAN CLAY, gray, wet, very soft
SANDY LEAN CLAY, grayish brown, wet,
very soft
CLAYEY SAND, fine to medium grained,
gray, wet, loose
End of Boring 14.5 ft.
N-Value Plot
5.50 11
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 714.511:00 am9/11/2024
START: 9/11/2024 END: 9/11/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-20
PAGE 1 OF 1SURFACE ELEVATION: 908.272 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
907
906
905
904
903
902
901
900
899
898
897
896
895
894
ELEV.
(ft)
907
906
905
904
903
902
901
900
899
898
897
896
895
894
DESCRIPTION OF MATERIAL
7
6
3
4
6
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
12
7
4
5
7
CL
SC
SC
8
15
20
19
17
54
6" BITUMINOUS
5" CRUSHED LIMESTONE
CLAYEY SAND WITH GRAVEL, brown,
moist
CLAYEY SAND WITH GRAVEL, grayish
brown, moist
CLAYEY SAND, dark grayish brown with
gray and reddish brown, moist
SANDY LEAN CLAY, brown with gray, wet,
very soft
CLAYEY SAND, fine to coarse grained, brown
with gray and reddish brown, wet, loose
CLAYEY SAND, fine to medium grained,
grayish brown, wet, loose
End of Boring 14.5 ft.
N-Value Plot
80 16
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 814.512:00 pm9/11/2024
START: 9/11/2024 END: 9/11/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-21
PAGE 1 OF 1SURFACE ELEVATION: 912.734 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
912
911
910
909
908
907
906
905
904
903
902
901
900
899
ELEV.
(ft)
912
911
910
909
908
907
906
905
904
903
902
901
900
899
DESCRIPTION OF MATERIAL
12
7
4
5
7
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
6
10
11
10
10
CL
19
19
14
11
51
6" BITUMINOUS
4" CRUSHED LIMESTONE
CLAYEY SAND, brown, moist
SANDY LEAN CLAY, light brown, wet, soft
to firm
End of Boring 14.5 ft.
N-Value Plot
7.50 15
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1114.59:00 am9/12/2024
Boring Moved 10' south
START: 9/12/2024 END: 9/12/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-22
PAGE 1 OF 1SURFACE ELEVATION: 926.909 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
926
925
924
923
922
921
920
919
918
917
916
915
914
913
ELEV.
(ft)
926
925
924
923
922
921
920
919
918
917
916
915
914
913
DESCRIPTION OF MATERIAL
6
10
11
10
10
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
5
4
6
7
7
SC
CL
SC
14
24
14
22
16
65
6" BITUMINOUS
7" CRUSHED LIMESTONE
CLAYEY SAND, slightly organic, grayish
brown, moist
ORGANIC CLAYEY SAND, dark brown,
moist
[Organic content: 7%]
CLAYEY SAND, fine to medium grained,
grayish brown, moist, very loose to loose
SANDY LEAN CLAY, light gray, wet, soft
CLAYEY SAND, fine to coarse grained, light
brown with gray and reddish brown, wet, loose
End of Boring 14.5 ft.
N-Value Plot
5.50 11
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 12.514.510:00 am9/12/2024
Boring Moved 8' North
START: 9/12/2024 END: 9/12/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-23
PAGE 1 OF 1SURFACE ELEVATION: 919.163 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
918
917
916
915
914
913
912
911
910
909
908
907
906
905
ELEV.
(ft)
918
917
916
915
914
913
912
911
910
909
908
907
906
905
DESCRIPTION OF MATERIAL
5
4
6
7
7
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
Glacial Outwash
7
6
5
6
8
SC
SC
SP
20
16
14
49
5" BITUMINOUS
5" CRUSHED LIMESTONE
CLAYEY SAND, dark brown and brown,
moist
CLAYEY SAND, fine to medium grained, light
gray with reddish brown, wet, loose
CLAYEY SAND, fine to medium grained,
brown with reddish brown and light gray, moist,
loose
SAND, fine to coarse grained, brown,
waterbearing loose
End of Boring 14.5 ft.
N-Value Plot
60 12
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1314.511:00 am9/12/2024
Boring Moved 3' West
START: 9/12/2024 END: 9/12/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
13.5 900.929
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-24
PAGE 1 OF 1SURFACE ELEVATION: 914.429 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
913
912
911
910
909
908
907
906
905
904
903
902
901
900
ELEV.
(ft)
913
912
911
910
909
908
907
906
905
904
903
902
901
900
DESCRIPTION OF MATERIAL
7
6
5
6
8
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Swamp Deposits
Glacial Till
9
4
8
9
9
OL
SC
SC
SC
24
20
20
17
5.5" BITUMINOUS
8.5" CRUSHED LIMESTONE
CLAYEY SAND, pieces of limestone, brown,
moist
SLIGHTLY ORGANIC CLAYEY SAND, fine
to medium grained, dark brown, moist, loose to
very loose
[Organic Content = 5%]
CLAYEY SAND, fine to medium grained,
grayish brown with brown, moist, loose
CLAYEY SAND, fine to coarse grained, dark
brown, wet, loose
CLAYEY SAND, fine to medium grained, light
brown with light gray, wet, loose
End of Boring 14.5 ft.
N-Value Plot
6.50 13
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 10.514.512:00 pm9/12/2024
START: 9/12/2024 END: 9/12/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-25
PAGE 1 OF 1SURFACE ELEVATION: 920.368 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
919
918
917
916
915
914
913
912
911
910
909
908
907
906
ELEV.
(ft)
919
918
917
916
915
914
913
912
911
910
909
908
907
906
DESCRIPTION OF MATERIAL
9
4
8
9
9
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
8
9
7
7
6
SC
SC
CL
19
20
20
20 58
6" BITUMINOUS
10" CRUSHED LIMESTONE
CLAYEY SAND, brown, moist
CLAYEY SAND, dark brown, moist
SLIGHTLY ORGANIC CLAYEY SAND, fine
to medium grained, dark gray, wet, loose
[Organic Content: 3%]
CLAYEY SAND, fine to medium grained, light
grayish brown with reddish brown, wet, loose
SANDY LEAN CLAY, gray with brown, wet,
soft
End of Boring 14.5 ft.
N-Value Plot
6.50 13
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1014.59:00 am9/13/2024
START: 9/12/2024 END: 9/12/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
None
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-26
PAGE 1 OF 1SURFACE ELEVATION: 913.504 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
913
912
911
910
909
908
907
906
905
904
903
902
901
900
ELEV.
(ft)
913
912
911
910
909
908
907
906
905
904
903
902
901
900
DESCRIPTION OF MATERIAL
8
9
7
7
6
3.25" HSA 0' - 14.5'
1
2
3
4
5
6
HSA
SB
HSA
SB
HSA
SB
HSA
SB
HSA
SB
Pavement Section
Fill
Glacial Till
Glacial Outwash
6
6
6
8
10
SC
CL
SP
13
18
17
25 58
7" BITUMINOUS
8" CRUSHED LIMESTONE
CLAYEY SAND, brown, moist
CLAYEY SAND, brown and dark brown,
moist
CLAYEY SAND, fine to medium grained,
brown, wet, loose
SANDY LEAN CLAY, brown with light gray
and reddish brown, wet, soft
SAND, fine to medium grained, grayish brown,
waterbearing, loose
End of Boring 14.5 ft.
N-Value Plot
70 14
TIME CASING
DEPTH
CAVE-IN
DEPTH
WATER
DEPTH
WATER
ELEVATION
WATER LEVEL MEASUREMENTS
SAMPLED
DEPTHDATE
13 1214.510:00 am9/13/2024
Boring Moved 5' South
START: 9/12/2024 END: 9/12/2024
Logged By:
A. WacekD. BaileyMETHOD
Notes:
Crew Chief:
13.0 908.534
PROJECT NAME: Prior Lake - Northwood Area
LOG OF TEST BORING
PROJECT LOCATION: Prior Lake, MN BORING NUMBER B-27
PAGE 1 OF 1SURFACE ELEVATION: 921.534 ftCLIENT/WSB #: 026583-000
No.TYPE
GEOLOGIC
ORIGIN WL N
Dr
i
l
l
i
n
g
Op
e
r
a
t
i
o
n
USCSDEPTH
(ft)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
SAMPLE
MC
%
%F
i
n
e
s
GE
O
T
E
C
H
N
I
C
A
L
N
-
P
L
O
T
-
W
S
B
.
G
D
T
-
1
/
9
/
2
5
1
0
:
0
1
-
M
:
\
0
2
6
5
8
3
-
0
0
0
\
G
E
O
T
E
C
H
-
C
M
T
\
G
E
O
T
E
C
H
\
M
I
S
C
E
L
L
A
N
E
O
U
S
\
0
2
6
5
8
3
P
R
I
O
R
L
A
K
E
_
N
O
R
T
H
W
O
O
D
A
R
E
A
.
G
P
J
ELEV.
(ft)
921
920
919
918
917
916
915
914
913
912
911
910
909
908
ELEV.
(ft)
921
920
919
918
917
916
915
914
913
912
911
910
909
908
DESCRIPTION OF MATERIAL
6
6
6
8
10
Core ID Location
Number
of Lanes
Pavement
Width (ft)
Curb and
Gutter Surface Distresses Bituminous
Depth (in)Lift Thickness (in) and Condition Base Depth and Description
Subbase or Subgrade
Description
1 Fremont Ave NW 2 34 Yes Some transverse Cracking 5.25
2" - Wear
Multiple Lifts
Fair - Some Base layer raveling
6" - Sand with gravel, Brown Clayey Sand, Brown
2 Island View Rd NW 2 34 Yes Alligator, Transverse Cracking, surface stripping 5.5
1.75" - Wear
Multiple Lifts
Good condition
12+" - Sand with gravel, Brown Did not reach apparent
change in material
3 Fremont Ave NW 2 34 Yes Some Longitudinal Cracking 5.5
2.25" - Wear
Multiple Lifts
Good Condition
7.5" - Sand with gravel, Brown Clayey Sand, Brown
4 Crystal Circle NW 2 34 Yes Transverse Cracking 4.25
2.25" - Wear
2" - Base
Fair - Some base layer raveling
9.5" - Sand with gravel, Brown Clayey Sand, Brown
5 Fremont Ave NW 2 34 Yes Some Transverse Cracking 4
2.25" - Wear
1.75" - Base
Fair - Some raveling throughout core
6" - Sand with gravel, Dark Brown Sand with gravel, Light
Brown
6 Fremont Circle NW 2 28 Yes Transverse Cracking, Some Alligator Cracking 5.5
2" - Wear
Multiple Lifts
Poor - Raveling throughout core
6" - Sand with gravel, Brown Clayey Sand, Brown
7 Fremont Street NW 2 28 Yes Patching, Longitudinal Cracking 4
2" - Wear
2" - Base
Poor - Raveling throughout core
6" - Sand with gravel, Brown Clayey Sand, Brown
8 Fremont Ave NW 2 34 Yes No Major Distresses 4.5
1.5" - Wear
3" - Base
Fair - Some base layer raveling
8.5" - Sand with gravel, Brown Clayey Sand, Brown
9 Lake Bluff Circle NW 2 34 Yes Patching, Longitudinal Cracking 5
1.5" - Wear
Multiple Lifts
Good Condition
7" - Sand with gravel, Brown f-m Sand, Brown
10 Shady Cove Point NW 2 34 Yes Some Surface stripping 4.5
2" - Wear
2.5" - Base
Poor - Raveling throughout core
9" - Sand with gravel, Brown f-c Sand, Brown
Table 1: Existing Pavement Section Details
Core ID Location
Number
of Lanes
Pavement
Width (ft)
Curb and
Gutter Surface Distresses Bituminous
Depth (in)Lift Thickness (in) and Condition Base Depth and Description
Subbase or Subgrade
Description
11 Lake Haven Ct NW 2 28 Yes Some Alligator and Transverse Cracking 5
.5" - Wear
Multiple Lifts
Poor - Raveling throughout core
8" - Sand with gravel, Brown f-c Sand, Brown
12 Viewcrest Circle NW 2 50 Yes Transverse, Longitudinal Cracking 4.5
2" - Wear
Multiple Lifts
Good Condition
5.5" - Sand with gravel, Brown f-c Sand, Brown
13 Knollridge Dr NW 2 28 Yes Some Transverse Cracking 3.5
2" - Wear
1.5" - Base
Good Condition
8.5" - Sand with gravel, Brown f-c Sand, Brown
14 Hawk Ridge Ct NW 2 28 Yes Some Transverse Cracking 4
2.5" - Wear
1.5" - Base
Good Condition
4" - Sand with gravel, Brown f-c Sand, Brown
15 Knollridge Ct NW 2 28 Yes Transverse, Longitudinal Cracking 4.25
2" - Wear
2.25" - Base
Good Condition
6" - Sand with gravel, Brown f-c Sand, Brown
16 Hawk Ridge Rd NW 2 28 Yes Transverse Cracking 4.5
2" - Wear
2.5" - Base
Good Condition
5" - Sand with gravel, Brown Sand with gravel, Light
Brown
17 Hawk Ridge Rd NW 2 28 Yes Transverse Cracking 4.5
2" - Wear
2.5" - Base
Good Condition
5" - Sand with gravel, Brown Sand with gravel, Light
Brown
18 Visionary Heights Cir
NW 2 28 Yes Transverse, Longitudinal Cracking 3.5
1.5" - Wear
2" - Base
Poor - Raveling throughout core
6" - Sand with gravel, Light Brown f-c Sand, Brown
19 Tahinka Ct NW 2 28 Yes Transverse Cracking 4
1.25" - Wear
2.75" - Base
Good Condition
6" - Sand with gravel, Light Brown f-c Sand, Brown
20 Hawk Ridge Rd NW 2 28 Yes Some Transverse Cracking 4
1.75" - Wear
2.25" - Base
Good Condition
5.5" - Sand with gravel, Light Brown f-c Sand, Brown
Core ID Location
Number
of Lanes
Pavement
Width (ft)
Curb and
Gutter Surface Distresses Bituminous
Depth (in)Lift Thickness (in) and Condition Base Depth and Description
Subbase or Subgrade
Description
21 Tahinka Pl NW 2 28 Yes Some Transverse Cracking 4
1.75" - Wear
2.25" - Base
Good Condition
6" - Sand with gravel, Light Brown f-c Sand, Brown
22 Tahinka Pl NW 2 28 Yes Some Transverse Cracking 3.5
1.5" - Wear
2" - Base
Good Condition
4" - Sand with gravel, Light Brown f-c Sand, Brown
Core 1
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Fremont Ave
NW 2 34 Yes Some transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
5.25
2" - Wear
Multiple Lifts
Fair - Some Base layer
raveling
6" - Sand with gravel,
Brown Clayey Sand, Brown
Core 2
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface Distresses
Island View Rd
NW 2 34 Yes Alligator, Transverse Cracking,
surface stripping
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
5.5
1.75" - Wear
Multiple Lifts
Good condition
12+" - Sand with gravel,
Brown
Did not reach apparent
change in material
Core 3
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Fremont Ave
NW 2 34 Yes Some Longitudinal
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
5.5
2.25" - Wear
Multiple Lifts
Good Condition
7.5" - Sand with gravel,
Brown Clayey Sand, Brown
Core 4
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Crystal Circle
NW 2 34 Yes Transverse Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.25
2.25" - Wear
2" - Base
Fair - Some base layer
raveling
9.5" - Sand with gravel,
Brown Clayey Sand, Brown
Core 5
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Fremont Ave
NW 2 34 Yes Some Transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4
2.25" - Wear
1.75" - Base
Fair - Some raveling
throughout core
6" - Sand with gravel,
Dark Brown
Sand with gravel, Light
Brown
Core 6
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface Distresses
Fremont Circle
NW 2 28 Yes Transverse Cracking, Some
Alligator Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
5.5
2" - Wear
Multiple Lifts
Poor - Raveling
throughout core
6" - Sand with gravel,
Brown Clayey Sand, Brown
Core 7
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface
Distresses
Fremont Street
NW 2 28 Yes Patching, Longitudinal
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4
2" - Wear
2" - Base
Poor - Raveling
throughout core
6" - Sand with gravel,
Brown Clayey Sand, Brown
Core 8
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Fremont Ave
NW 2 34 Yes No Major Distresses
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.5
1.5" - Wear
3" - Base
Fair - Some base layer
raveling
8.5" - Sand with gravel,
Brown Clayey Sand, Brown
Core 9
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface
Distresses
Lake Bluff Circle
NW 2 34 Yes Patching, Longitudinal
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
5
1.5" - Wear
Multiple Lifts
Good Condition
7" - Sand with gravel,
Brown f-m Sand, Brown
Core 10
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Shady Cove
Point NW 2 34 Yes Some Surface
stripping
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.5
2" - Wear
2.5" - Base
Poor - Raveling
throughout core
9" - Sand with gravel,
Brown f-c Sand, Brown
Core 11
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface Distresses
Lake Haven Ct
NW 2 28 Yes Some Alligator and
Transverse Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
5
.5" - Wear
Multiple Lifts
Poor - Raveling
throughout core
8" - Sand with gravel,
Brown f-c Sand, Brown
Core 12
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface Distresses
Viewcrest Circle
NW 2 50 Yes Transverse, Longitudinal
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.5
2" - Wear
Multiple Lifts
Good Condition
5.5" - Sand with gravel,
Brown f-c Sand, Brown
Core 13
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Knollridge Dr
NW 2 28 Yes Some Transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
3.5
2" - Wear
1.5" - Base
Good Condition
8.5" - Sand with gravel,
Brown f-c Sand, Brown
Core 14
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Hawk Ridge Ct
NW 2 28 Yes Some Transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4
2.5" - Wear
1.5" - Base
Good Condition
4" - Sand with gravel,
Brown f-c Sand, Brown
Core 15
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface Distresses
Knollridge Ct
NW 2 28 Yes Transverse, Longitudinal
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.25
2" - Wear
2.25" - Base
Good Condition
6" - Sand with gravel,
Brown f-c Sand, Brown
Core 16
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Hawk Ridge Rd
NW 2 28 Yes Transverse Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.5
2" - Wear
2.5" - Base
Good Condition
5" - Sand with gravel,
Brown
Sand with gravel, Light
Brown
Core 17
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Hawk Ridge Rd
NW 2 28 Yes Transverse Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4.5
2" - Wear
2.5" - Base
Good Condition
5" - Sand with gravel,
Brown
Sand with gravel, Light
Brown
Core 18
Street Photos
Core Photos
Location Number of
Lanes
Roadway
Width (ft)
Curb and
Gutter
Surface Distresses
Visionary
Heights Cir NW 2 28 Yes Transverse, Longitudinal
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
3.5
1.5" - Wear
2" - Base
Poor - Raveling
throughout core
6" - Sand with gravel,
Light Brown f-c Sand, Brown
Core 19
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Tahinka Ct NW 2 28 Yes Transverse Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4
1.25" - Wear
2.75" - Base
Good Condition
6" - Sand with gravel,
Light Brown f-c Sand, Brown
Core 20
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Hawk Ridge Rd
NW 2 28 Yes Some Transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4
1.75" - Wear
2.25" - Base
Good Condition
5.5" - Sand with gravel,
Light Brown f-c Sand, Brown
Core 21
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Tahinka Pl NW 2 28 Yes Some Transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
4
1.75" - Wear
2.25" - Base
Good Condition
6" - Sand with gravel,
Light Brown f-c Sand, Brown
Core 22
Street Photos
Core Photos
Location Number of
Lanes
Roadway Width
(ft)
Curb and
Gutter
Surface
Distresses
Tahinka Pl NW 2 28 Yes Some Transverse
Cracking
Bituminous
Depth (in)
Lift Thickness
and Condition
Base Depth and
Description
Subbase or
Subgrade
Description
3.5
1.5" - Wear
2" - Base
Good Condition
4" - Sand with gravel,
Light Brown f-c Sand, Brown