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Preliminary Engineering Report
2020 Street & Utility Improvements
City of Houston, Minnesota October 2019
Submitted by:
Bolton & Menk, Inc.
2900 43rd Street NW
Suite 100
Rochester, MN 55901
P: 507-208-4332
F: 507-208-4155
Prepared by: Bolton & Menk, Inc. Certification
2020 Street & Utility Improvements ǀ H19.119534
Certification
Preliminary Engineering Report
for
2020 Street & Utility Improvements Project South Lincoln Street
City of Houston, Minnesota
H19.119534
October 2019
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.
By:
Brian P. Malm, P.E.
License No. 40457
Date: October 11, 2019
Prepared by: Bolton & Menk, Inc. Table of Contents
2020 Street & Utility Improvements ǀ H19.119534
Table of Contents I. EXECUTIVE SUMMARY .......................................................................................................................... 1
II. PROJECT INTRODUCTION ...................................................................................................................... 2
III. EXISTING CONDITIONS .......................................................................................................................... 2
Street and Surface ........................................................................................................................ 2
Sidewalk ........................................................................................................................................ 5
Storm Sewer ................................................................................................................................. 5
Sanitary Sewer .............................................................................................................................. 7
Watermain .................................................................................................................................. 10
Other Utilities ............................................................................................................................. 10
IV. PROPOSED IMPROVEMENTS .............................................................................................................. 10
Street and Surface ...................................................................................................................... 10
Sidewalk ...................................................................................................................................... 11
Storm Sewer ............................................................................................................................... 11
Sanitary Sewer ............................................................................................................................ 12
Watermain .................................................................................................................................. 13
Other Utilities ............................................................................................................................. 13
Right-of-Way and Easements ..................................................................................................... 13
V. APPROVALS AND PERMITS ................................................................................................................. 13
VI. PROJECT COST ESTIMATE AND FINANCING ........................................................................................ 14
VII. PROPOSED SCHEDULE ......................................................................................................................... 16
VIII. CONCLUSION AND RECOMMENDATIONS .......................................................................................... 16
Exhibits Exhibit 1 – Street Condition, Lincoln Street at Cedar Street ......................................................................... 3
Exhibit 2 – Street Condition, East Side of Lincoln Street North of Maple Street .......................................... 3
Exhibit 3 – Street Condition, Lincoln Street North of Spruce Street ............................................................. 4
Exhibit 4 – Street Condition, Lincoln Street at Elm Street ............................................................................ 4
Exhibit 5 – Curb Condition, West Side of Lincoln Street Adjacent to the Park ............................................. 5
Exhibit 6 – Undersized Openings on the Catch Basins .................................................................................. 6
Exhibit 7 – Cast Iron Sanitary Sewer Main Obstructed 75-ft North of Maple Street .................................... 8
Exhibit 8 – Brick Sanitary Sewer Manhole Main at Maple Street ................................................................. 8
Exhibit 9 – End Sanitary Sewer Main Repair 100-ft North of Elm Street ...................................................... 9
Exhibit 10 – Damaged Clay Pipe Sanitary Sewer Main 20-ft South of Spruce Street ................................... 9
Tables Table 1 – Sanitary Sewer Depths ................................................................................................................ 12
Table 2 – Preliminary Cost Estimate ........................................................................................................... 14
Table 3 – Project Schedule .......................................................................................................................... 16
Prepared by: Bolton & Menk, Inc. Table of Contents
2020 Street & Utility Improvements ǀ H19.119534
Appendix Appendix A: Figures
Appendix B: Detailed Cost Estimate
Appendix C: Preliminary Assessment Roll
Prepared by: Bolton & Menk, Inc. EXECUTIVE SUMMARY
2020 Street & Utility Improvements ǀ H19.119534 Page 1
I. EXECUTIVE SUMMARY
The existing streets and utilities in the project area are deteriorated and in need of repair. If the
infrastructure is not replaced, maintenance costs will continue to rise as further deterioration occurs
and the street and utilities will ultimately fail.
The proposed improvements include the replacement of the existing storm sewer, sanitary sewer,
and watermain systems, bituminous surface, curb and gutter and driveway aprons. The
reconstruction would also include subsurface drains to improve drainage along the street and
provide an outlet for sump pumps.
The estimated cost of the proposed improvements is approximately $1,346,117.50. Funding for the
proposed improvements is proposed to come from the sale of bonds, to be repaid through special
assessments, enterprise funds and ad valorem funds.
According to the City’s Assessment Policy, the proposed improvements are assessable to the
benefitting properties as follows:
• Street Improvements – 50% Assessable, 50% City Cost
• Sidewalk Improvements – 50% Assessable, 50% City Cost
• Storm Sewer Improvements – 0% Assessable, 100% City Cost
• Sanitary Sewer and Water Main Improvements – 0% Assessable, 100% City Cost
• Sanitary and Water Services – 100% Assessable, 0% City Cost
Applying the City of Houston’s Assessment Policy to the project costs results in an estimated
assessment of $26,616 for a 100-ft lot with sewer and water connections (including sidewalk). If
the Council wishes to reduce the assessments to a more comparable amount, it could consider
reducing the assessable share of the street and sidewalk costs from 50% to 23%. Under this
scenario, the same property would have an estimated assessment of $14,824.
From an engineering standpoint, the proposed improvements are feasible, cost effective, necessary,
and can be best accomplished by letting competitive bids for the work. We recommend that the
Council accept this Preliminary Engineering Report and call for a public hearing on the proposed
improvements. Council should provide direction to the design team relating to the width of Lincoln
Street and whether or not to include additional sidewalk along the park.
The proposed schedule for the project is as follows:
• Design, Hearings, Approvals, and Bidding – October 2019 to February 2020
• Assessment Notices, Hearings and Award of Contract – March 2020
• Construction – May 2020 to June 2021
Prepared by: Bolton & Menk, Inc. PROJECT INTRODUCTION
2020 Street & Utility Improvements ǀ H19.119534 Page 2
II. PROJECT INTRODUCTION
This Preliminary Engineering Report considers street and utility reconstruction along South Lincoln
Street between West Cedar Street and West Elm Street.
A project location map is illustrated in Figure 1 of Appendix A.
In accordance with Minnesota Statutes, Chapter 429, the City Council has authorized the
preparation of a Preliminary Engineering Report to define the scope and determine the feasibility of
the proposed project. The specific objectives of this Preliminary Engineering Report are to:
Evaluate the need for the project.
Determine the necessary improvements.
Provide information on the estimated costs for the proposed project.
Determine the project schedule.
Determine the feasibility of the proposed project.
The project as proposed would consist of fully reconstructing the entire project area (approximately
3 city blocks). Specific items of construction will consist of:
Removal of existing pavement and curb and gutter.
Removal and replacement of sanitary sewer and services.
Removal and replacement of watermain and services.
Removal and replacement of storm sewer and catch basins.
Construction of subsurface drains with connections for sump pump drain hoses.
Construction of bituminous pavement with concrete curb and gutter.
Construction of concrete sidewalk and driveway aprons.
Establishment of turf.
III. EXISTING CONDITIONS
Street and Surface
The existing street in the project area are bituminous surfaced with B624 curb & gutter and
measure approximately 40-feet in width. The right-of-way width in the area is 80-feet. The
bituminous pavement is in poor condition and the driveway aprons and concrete curb &
gutter are in fair to poor condition. In general, the bituminous pavement shows noticeable
signs of oxidation, fatigue, alligator cracking, some rutting, and patched areas. The condition
of the existing street is shown in the photos to follow.
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 3
Exhibit 1 – Street Condition, Lincoln Street at Cedar Street
Exhibit 2 – Street Condition, East Side of Lincoln Street North of Maple Street
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 4
Exhibit 3 – Street Condition, Lincoln Street North of Spruce Street
Exhibit 4 – Street Condition, Lincoln Street at Elm Street
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 5
Exhibit 5 – Curb Condition, West Side of Lincoln Street Adjacent to the Park
Sidewalk
The project area has an existing sidewalk system which is primarily located near the property
line. There are gaps within the system which can be described by three primary locations:
the southern half of the park along the west site of Lincoln Street, south of 202 Spruce Street
to Elm Street along the west side of Lincoln Street, and between 114 Spruce Street and 312
Lincoln Street along the east side of Lincoln Street.
Storm Sewer
The existing storm sewer within the project area consists of 12-inch and 15-inch reinforced
concrete pipe (RCP) as well as 15-inch, 18-inch, and 21-inch metal pipe. All catch basin
leads are 12-inch RCP storm sewer.
The project area is flat north to south with only two feet of elevation difference across
approximately 1,100 feet of project length.
There is a trunk main along West Spruce Street that carries run-off westerly and discharges
into a wetland south of West Elm Street, which is a part of the interior ponding area of the
flood control levee system. Storm water enters the local system at West Maple Street and
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 6
flows south entering the trunk main at West Spruce Street. Catch basins at West Spruce
Street and South Lincoln Street also collect run-off for conveyance to the discharge point.
There is a second trunk main along East Spruce Street which ultimately carries run-off east
then north at Ellsworth Street and discharges into an un-named creek that flows through
Outlet A-2 of the flood control levee system. Run-off that uses this system is collected at
West Elm Street and South Lincoln Street.
The storm sewer system is particularly shallow within the project area. Catch basin depths
range between 2.10-feet and 2.30-feet deep. Manhole depths range between 2.60-feet and
3.20-feet deep.
Drainage across the intersection of West Cedar Street is conveyed via a concrete valley
gutter.
The existing storm sewer system is illustrated on the Existing Utilities Map, Figure 2 of
Appendix A.
Exhibit 6 – Undersized Openings on the Catch Basins
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 7
Sanitary Sewer
The existing sanitary sewer within the project area consists of 8-inch cast iron pipe (CIP), 8-
inch vitrified clay pipe (VCP), and 8-inch polyvinyl chloride (PVC) pipe.
The bury depth of the sanitary sewer main is particularly shallow at West Spruce Street (6.70-
feet) and West Elm Street (4.20-feet). The existing sanitary pipe grade is relatively flat which
can cause solids buildup and increases the risk of sewer backups and the need for frequent
cleaning by City staff. Within the last five years the VCP mains experienced root intrusion
along South Lincoln Street. The presence of roots is an indicator of cracks and offset joints
that allow penetration into the pipe in search of a water source. The roots create flow
obstructions which leads to back-ups and amplifies then need for system improvements.
The sanitary sewer main in the project area was televised in October 2013. Information
gathered from this effort indicates occasional sags in the VCP main, significant calcification
in the CIP (to the point of creating blockages), locations of pipe repairs, and cracked or
damaged pipe. Manholes are in fair to poor condition and exhibit evidence of infiltration
(groundwater leaking into the sanitary sewer system). Two manholes are of brick
construction. The types and conditions of the sanitary sewer services is unknown at this time;
however, services are expected to exhibit conditions similar to the sanitary main.
Based on the materials of construction and condition of the pipes and manholes, the entire
system is likely over 50 years old.
Based on the condition of the manholes, sewer main, and services, and the presence of high
groundwater levels throughout the City of Houston, the sanitary sewer system is highly
susceptible to infiltration. This is problematic because it causes increased flows in the sewer
system and at the wastewater treatment plant, which increases the risk of sewer backups,
increased treatment costs, and the possibility of sewer bypass at the treatment plant.
The existing sanitary sewer system is shown on the Existing Utilities Map, Figure 2 of
Appendix A.
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 8
Exhibit 7 – Cast Iron Sanitary Sewer Main Obstructed 75-ft North of Maple Street
Exhibit 8 – Brick Sanitary Sewer Manhole Main at Maple Street
Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS
2020 Street & Utility Improvements ǀ H19.119534 Page 9
Exhibit 9 – End Sanitary Sewer Main Repair 100-ft North of Elm Street
Exhibit 10 – Damaged Clay Pipe Sanitary Sewer Main 20-ft South of Spruce Street
Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS
2020 Street & Utility Improvements ǀ H19.119534 Page 10
Watermain
The existing water distribution system within the project area consists of 4-inch and 6-inch
cast iron pipe, which based on material is likely over 50 years old. Watermain of this
material and age is commonly brittle (susceptible to breaks) and corroded (reduced hydraulic
capacity). There is a history of watermain breaks in the 100 block of South Lincoln Street. In
addition, 4-inch watermain does not meet current standards for fire protection.
The condition of the services is unknown at this time, but due to the age of the water system,
it is likely they are in poor condition and in need of replacement as well. Additionally, there
is a lack of evidence that each house has its own shut-off further adding to the need for
system improvements.
The existing water distribution system is shown on the Existing Utilities Map, Figure 2 of
Appendix A.
Other Utilities
Other non-municipal owned utilities are present in the right-of-way. These include natural
gas, electric, and telecommunication.
IV. PROPOSED IMPROVEMENTS
Street and Surface
Lincoln Street is proposed to be reconstructed with a bituminous surface and B624 concrete
curb & gutter. The typical bituminous pavement structure will consist of 4-inch thick
bituminous pavement, 8-inches of aggregate base, and 12-inches of select granular borrow
over a geotextile fabric.
We recommend and are proposing narrowing the street width to 36-feet curb face to curb face
from 40-feet curb face to curb face. This width will still allow for two 10-foot travel lanes
and two 8-foot parking lanes and is the typical standard width for residential streets. The cost
estimate included in Section VI is based on a 36-foot wide roadway. The additional net
project cost to widen the road to 40-feet would be approximately $13,700 (additional
pavement, aggregate base, and granular borrow while subtracting turf and concrete flatwork).
West Maple Street west of South Lincoln Street is 40-feet from curb face to curb face and is
located in a residential area of town. We recommend and are proposing narrowing the side
street connection to a width to 36-feet curb face to curb face and establish the future street
width. Further, West Maple Street east of South Lincoln Street is 48-feet from curb face and
is in a transitional area of the city where the streets are wider and adjacent properties are
becoming commercial. There are no proposed changes to the width of West Maple Street
Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS
2020 Street & Utility Improvements ǀ H19.119534 Page 11
east of the intersection. An option for traffic calming and to lessen the distance pedestrians
need to walk in the street would be to include curb bump-outs on the east side of the
intersection. We would recommend using a design that keeps the street width between the
bump-outs to 36-feet from curb face to curb face. The bump-outs would also offer the ability
to change the street width east of the intersection to a 36-foot curb face to curb face width.
West Spruce Street, which is Houston County Road 13, has a width from curb face to curb
face of 44-feet. There are no proposed changes to the width of West Spruce Street (County
Road 13).
Concrete driveway aprons along the entire project will be reconstructed from the back of the
new curb to the back of existing or proposed sidewalk, and any additional length necessary to
adequately match into the existing driveway. Any existing approach sidewalks from the
street to house will be reconstructed in a similar fashion as the driveways.
Drainage across the intersection of West Cedar Street will continue to be conveyed via a new
concrete valley gutter.
All disturbed turf will be restored with an amended topsoil borrow and sod. Trees and or
bushes located within the street right of way may need to be removed in order to facilitate
underground utility reconstruction. Attempts will be made to reduce impacts to existing
trees; however, some tree removals may be necessary.
The proposed street and surface improvements are illustrated on Figures 3 of Appendix A.
The proposed typical street section for the project is shown on Figure 4 of Appendix A.
Sidewalk
A new 5-foot wide sidewalk will be installed along the corridor located two feet off the
property line. This sidewalk will replace existing and aged sidewalk as well as fill in gaps of
missing sidewalk. Any property with an “out-walk” will have it replaced. No new “out-
walks” will be added. ADA compliance pedestrian ramps will be reconstructed at all
intersections. General pedestrian safety and welfare is the driving force behind the proposed
improvements, especially given that Lincoln Street is a pedestrian route leading to the High
School.
Storm Sewer
The new storm sewer will be constructed of gasketed joint reinforced concrete pipe and
precast manholes. The proposed pipes will be 12-inch, 15-inch, 18-inch, and 21-inch in size.
The proposed storm sewer system will include additional catch basins to supplement the
collection and underground conveyance of the run-off. Additional catch basins will be
Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS
2020 Street & Utility Improvements ǀ H19.119534 Page 12
included on the west legs of the Spruce Street and Maple Street intersections.
Perforated subsurface drain piping is proposed along the back of the curb lines on each street.
These drains are proposed to be 6-inch diameter perforated PVC. The new subsurface drains
will be connected to downstream catch basins. The purpose of these drains is to remove
subsurface water from the pavement section and underlying soils. This will help keep the
underlying soils stable and help to preserve the life of the street. Additionally, sump pump
services will be provided to each lot. Buried sump service connections provide homeowners
with an additional option for sump pumps which may reduce the number of illegal sanitary
connections and is generally more favorable than discharging water to yards or the street
gutter.
The proposed storm sewer construction is shown on Figures 3 of Appendix A.
Sanitary Sewer
The existing sanitary sewer is made up of several material types, patched areas, areas that
have settled creating a sag in the line, and one section was impassible by the televising
camera due to calcium build-up in the pipe. Construction of a new sanitary sewer system is
proposed. The new sanitary sewer will be constructed of gasketed joint, PVC pipe and
precast concrete manholes. The proposed pipe will meet the standard minimum diameter of
8- inches. Manholes will be spaced at a maximum of 400-feet intervals to facilitate
maintenance and cleaning.
The existing sanitary main is reasonably deep in the northern half of the project and shallow
in the southern half of the project. For reference, existing sanitary manhole depths are listed
in the table below:
Table 1 – Sanitary Sewer Depths
Location (North to South) Manhole No. Build Height
Lincoln Street & Cedar Street MH-42 9.70-ft
Lincoln Street & Maple Street MH-60 8.00-ft
Lincoln Street & Spruce Street MH-18 6.70-ft
Lincoln Street & Elm Street MH-17 4.20-ft
Sanitary sewer shallower than 7-feet deep will be insulated to protect against frost and
freezing conditions. Additionally, sanitary sewer services in the same areas will also be
insulated up to the connection point within the right of way.
New, gasketed PVC sanitary sewer services will be constructed from the sewer main to the
right-of-way line. Residential connections generally require a 4-inch diameter service. The
new services will be connected to the existing services by watertight means, typically a
Prepared by: Bolton & Menk, Inc. APPROVALS AND PERMITS
2020 Street & Utility Improvements ǀ H19.119534 Page 13
rubber coupling.
The proposed sanitary sewer construction is illustrated on Figures 3 of Appendix A.
Watermain
Given the age, condition, and inadequate size of the existing watermain in the project area, it
is proposed that the existing watermain be replaced with new watermain. In order to provide
proper fire protection, the current standard for minimum watermain size is 8-inch diameter
pipe. Hydrants with dedicated valves will be installed at appropriate intervals and main line
valves will be installed to properly isolate the system for flushing, repair, and maintenance.
New, 1-inch copper water service pipe will be constructed to the right-of-way for each home,
and new curb stops will be installed.
The proposed watermain construction is illustrated on Figures 3 of Appendix A.
Other Utilities
The design of the proposed improvements will be coordinated with the owners of other
utilities such as natural gas, electric, and communications. A design coordination meeting
will be held with all private utility companies to identify those utilities that are in conflict
with the proposed improvements. Private utility companies will be requested to submit
proposed designs and construction schedules for any relocation. The construction schedule
for the proposed improvements will be coordinated with the utility relocation schedule to
avoid unnecessary delays.
Right-of-Way and Easements
Although the project will be designed to limit construction of the proposed improvements to
within the existing right-of-way, it is possible that minor disturbances on private property will
occur during construction of sidewalks, driveways, and sewer and water services. Therefore,
temporary construction easements may be necessary along the project frontage to
accommodate these minor disturbances.
V. APPROVALS AND PERMITS
Approvals and Permits are required from various agencies for the construction of the project. They
include the following:
• Minnesota Pollution Control Agency (MPCA) General Construction Storm Water Permit
• Minnesota Department of Health (MDH) Plan Review for watermain construction
• Houston County Utility Permit
• Houston County Work in the Right-of-Way Permit
Prepared by: Bolton & Menk, Inc. PROJECT COST ESTIMATE AND FINANCING
2020 Street & Utility Improvements ǀ H19.119534 Page 14
VI. PROJECT COST ESTIMATE AND FINANCING
The estimated project costs for the base project area are summarized in the following table.
Table 2 – Preliminary Cost Estimate
Item Estimated
Construction Cost
Estimated
Engineering,
Administration,
and Financing Cost
Total Estimated
Project Cost
Assessable Costs
Removals, Street & Surface, Misc. $ 547,375.19 $ 136,892.41 $ 684,267.60
Sidewalks $ 88,479.18 $ 22,127.65 $ 110,606.83
Sanitary Sewer Services $ 39,490.30 $ 9,876.08 $ 49,366.39
Water Services $ 36,971.28 $ 9,246.10 $ 46,217.39
Total Assessable Costs $ 712,315.96 $ 178,142.25 $ 890,458.20
Non-Assessable Cost
Storm Sewer $ 107,267.32 $ 26,826.36 $ 134,093.68
Sanitary Sewer $ 117,313.15 $ 29,338.70 $ 146,651.85
Watermain $ 139,921.07 $ 34,992.69 $ 174,913.77
Total Non-Assessable Costs $ 364,501.54 $ 91,157.75 $ 455,659.30
Total Estimated Project Costs $ 1,076,817.50 $ 269,300.00 $ 1,346,117.50
A detailed cost estimate is included in Appendix B.
These cost estimates are based on public construction cost information from other recent projects
which are similar in scope. Since the cost estimates are dependent on 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 and no warranty or guarantee
as to the accuracy of construction cost is made. Therefore, financing for this project should be
based upon actual competitive bid prices with reasonable contingencies.
Funding for the proposed improvement is proposed to come from the sale of bonds, to be repaid
through special assessments, City enterprise funds and ad valorem funds. According to the City’s
Assessment Policy, the proposed improvements are assessable to the benefitting properties as
follows:
• Street Improvements – 50% Assessable, 50% City Cost
• Sidewalk Improvements – 50% Assessable, 50% City Cost
• Storm Sewer Improvements – 0% Assessable, 100% City Cost
• Sanitary Sewer and Water Main Improvements – 0% Assessable, 100% City Cost
• Sanitary and Water Services – 100% Assessable, 0% City Cost
The assessable portion of the project costs will be applied to the benefitting properties on a footage
Prepared by: Bolton & Menk, Inc. PROJECT COST ESTIMATE AND FINANCING
2020 Street & Utility Improvements ǀ H19.119534 Page 15
basis for street improvements and sidewalk improvements. The assessable portion of the project
costs will be applied to the benefitting properties on a per unit basis for sewer and water service
improvements. The proposed assessments are in accordance with the City of Houston’s Assessment
Policy.
The assessment policy clearly defines the process for assessing corner lots. A corner lot is assessed
based on the long side of the lot with the cost of the short side being borne by City revenue sources.
Where the short side of a corner lot is improved first, the property shall be assessed for the length of
the short side and a credit will be applied for the short side when the street adjacent to the long side
is reconstructed. Where the long side of a corner lot is improved first, the property shall be
assessed for the length of the long side.
Applying the City of Houston’s Assessment Policy to the project costs results in an assessment rate
of $188/foot for street improvements, $30/foot for sidewalk improvements, $2,468/unit for a
sanitary service, and $2,311/unit for a water service. For a 100-ft lot with sewer and water
connections, this results in a total assessment of $26,616.
If the Council wishes to reduce the assessments to a lower amount, it could consider reducing the
assessable share of the street and sidewalk costs from 50% to 23%. If that were done, the
assessment rates would be reduced to $86/foot for street improvements and $14/foot for sidewalk
improvements. For a 100-ft lot with sewer and water connections (including sidewalk), this results
in a total assessment of $14,824. If the Council chooses to consider this, the City’s financial
advisor should be consulted to determine the effect on project financing.
Assessment proceedings (hearings, notices, etc.) for the project would follow the requirements of
Chapter 429. Detailed assessment rolls will be prepared once additional direction from City
Council and Staff is received confirming the assessment policy. It is also recommended that City
Staff seek input from the City Attorney and the City’s financial advisors related to the project
financing and special assessment process.
Prepared by: Bolton & Menk, Inc. PROPOSED SCHEDULE
2020 Street & Utility Improvements ǀ H19.119534 Page 16
VII. PROPOSED SCHEDULE
The following table shows the schedule for the project.
Table 3 – Project Schedule
Resolution Ordering Preparation of the Preliminary Engineering
Report (PER) 9/9/2019
Prepare Feasibility Report 9/10/2019 – 10/14/2019
Resolution Receiving Report and Calling for Hearing on
Improvement 10/15/2019
Published Notice of Hearing on Improvement 10/24/2019
10/31/2019
Mailed Notice of Hearing on Improvement 10/24/2019
Neighborhood Informational Meeting 11/7/2019
Improvement Hearing 11/12/2019
Resolution Ordering Improvement and Preparation of Plans and
Specifications 11/12/2019
Prepare Plans and Specifications 11/13/2019 – 2/9/2020
Neighborhood Informational Meeting 2/5/20
Resolution Approving Plans and Specifications and Ordering
Advertisement for Bids 2/10/2020
Advertise for Bids 2/13/2020
Open Bids 3/5/2020
Prepare Assessment Roll & Contractor Evaluations 3/5/2020 – 3/9/2020
Resolution Declaring Cost to be Assessed and Ordering Preparation
of Proposed Assessment 3/9/2020
Resolution for Hearing on Proposed Assessment 3/9/2020
Publish Notice of Hearing on Proposed Assessment 3/19/2020
Mailed Notice of Hearing on Proposed Assessment 3/19/2020
Neighborhood Informational Meeting 4/9/2020
Assessment Hearing 4/13/2020
Resolution Adopting Assessment 4/13/2020
Resolution Awarding Contract 4/13/2020
Begin Construction May 2020
Substantial Completion of Construction September 2020
End Construction June 2021
VIII. CONCLUSION AND RECOMMENDATIONS
The existing streets and utilities within the project area are deteriorated and in need of repair.
Without replacement, maintenance costs will continue to rise, and the infrastructure will ultimately
fail. From an engineering standpoint, this project is feasible, cost effective, necessary, and can be
best accomplished by letting competitive bids for the work.
We recommend that the Council accept this report and call for a hearing on the proposed
improvements.
Prepared by: Bolton & Menk, Inc. APPENDIX A
2020 Street & Utility Improvements ǀ H19.119534
Appendix A: Figures
518
51
5
425
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609
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410
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409
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606
614
613
306
50
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9
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426
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1
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7
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110
50
2
514
417
314
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402
109
113
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210209
305
309
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301
205
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109
10
09
51
2
305
510
421
101
41
4
117
209
621
20
9
317
109
11
0
21
0
108
418
601
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0
314
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15302
30
1
30
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1
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7
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2020 STREET AND UTILITY IMPROVMENT PROJECTCITY OF HOUSTON
FIGURE 1 - PROJECT LOCATIONOCTOBER 2019
R
FEETSCALE
0 200 400HORZ.
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0
3
3
6
0
0
0
2
4
0
3
3
4
0
0
0
240335000
24
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31
00
0
24
03
32
00
0
240330000
2
4
0
3
2
9
0
0
0
2
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8
0
0
0
2
4
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3
2
7
0
0
0
24
04
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0
24
03
41
00
0
24
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40
00
0
240062000
240505000
240298000
240487000
240532001
060395000
06
04
03
00
0
060404000
240311000
24
05
02
00
4
240478001
060409000
240502000
240502003
24
05
94
00
0
24
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60
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24
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59
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0
24
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00
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24
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ea
se
me
nt o
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240559000
240560000
240561000
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24
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240562000
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240566000
240567000
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24
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24
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24
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00
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4
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4
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7
0
0
1
24
00
42
00
0
060413000
240477000
24
05
11
00
0
240308000
240375000
24
04
38
00
0
240413000
240417000
240424000
240379000
240391000
240386000
240415000
240422000
240425000
240428000
240430000
240431000
240434000
24
04
36
00
0
240450000
24
04
56
00
0
24
04
65
00
0
240468000
24
04
84
00
0
24
04
83
00
0
240378000
240387000
24
03
93
00
0
240356000
240303001
240458000
240389000
240381000
240382000
240414000
2
4
0
4
7
4
0
0
0
240403000
240207000
240208000
240209000
240210000
240211000
240205000
240204000
240203000
24
00
71
00
0
24
00
70
00
0
240494000
240072000
24
00
80
00
0
24
01
47
00
0
240287000
24
02
37
00
0
240239000
240227000
240228000
24
00
67
00
0
240065000
24
00
61
00
0
24
05
15
00
0
240229000
240230000
240231000
240236000
240235000
240234000
240233000
24
03
05
00
0
24
03
04
00
0
24
00
73
00
0
24
04
80
00
0
240368000
24
05
00
00
1
24
00
54
00
0
240473000
240213000
240398000
24
00
14
00
0
240359000
240366000
240367000
240411000
240063000
240479000
24
03
07
00
0
240491000
240408000
240157000
240158000
240159000
240160000
240297000
240296000
240295000
240472000
240302000
240301000
240300000
240148000
240149000
240150000
240152000
240156000
240018001
240024000
240316000
240317000
240318000
240291000
240493001
240493000
240069000
24
05
91
00
0
24
04
75
00
0
240292000
240397000
240360000
240051000
24
00
57
00
0
24
00
83
00
0
240091000
240174000
240449000
240247000240246000
24
02
52
00
0
24
02
62
00
0
240049000
240394000
240416000
240407000
240358000
240384000
240383000
24
05
05
00
3
24
05
05
00
2
240244000
240245000
240251000
240250000
060316001
24
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11
00
0
24
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12
00
0
24
00
03
00
0
24
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24
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240132000
240138000
24
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240143000
24
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51
00
0
240179000
240177000
240184000
240201000
24
02
06
00
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240218000
24
00
40
00
0
240490004
240249000
240248000
240212000
240288000
240289000
240290000
240281000
240282000
240283000
240284000
240285000
240271000
240272000
240273000
240275000
24
02
80
00
0
240277000
240276000
24
02
63
00
0
240293000
240264000
240265000
240266000
24
02
70
00
0
24
02
67
00
0
24
02
53
00
0
240254000
240255000
240256000
240261000
240260000
240259000
240258000
240257000
240241000
240242000
240243000
24
04
53
00
0
24
04
57
00
0
240232000
240217000
240219000
240220000
240081000
24
00
31
00
0
240221000
240226000
240225000
240224000
240223000
240222000
240216000
240215000
240214000
240202000
240200000
240197000
240198000
240199000
240196000
240195000
240194000
240193000
240189000
240190000
240191000
240192000
240188000
240187000
240186000
240185000
240183000
24
01
78
00
0
240180000
240181000
240182001
240176000
240175000
240173000
240172000
240167000
240168000
240169000
240170000
240171000
240165000
240164000
240163000
240162000
240161000
240443000
240312000
240313000
240294000
240442000
240314000
240495001
240395000
240542000
06
02
35
00
0
240155000
240361000
240154000
240153000
240136000
240137000
24
01
40
00
0
240146000
240145000
240144000
24
01
42
00
0
240124000
240125000
240126000
240127000
240128000
240135000
240133000
240131000
24
01
29
00
0
24
01
09
00
0
240113000
240115000
240121000
24
01
17
00
0
240097000
240098000
240102000
240101000
240100000
24
00
85
00
0
240088000
240089000
240094001
240093000
240092000
240075000
240076000
240077000
240078000
240079000
24
00
84
00
0
240082000
24
00
32
00
0
24
00
34
00
0
24
00
27
00
0
24
00
28
00
0
24
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29
00
0
24
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55
00
0
24
00
53
00
0
24
00
19
00
0
24
00
21
00
0
24
00
22
00
0
240002000
24
00
08
00
0
240435000
24
04
54
00
1
240047000
24
00
46
00
0
24
00
45
00
0
240042001
24
00
43
00
0
240502002
24
00
33
00
0
24
00
39
00
0
24
00
38
00
0
24
00
37
00
0
240396000
240399000
240517000
240516000
24
05
18
00
0
2
4
0
5
1
9
0
0
0
24
05
27
00
0
24
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20
00
0
240050000
24
00
04
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24
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86
00
0
240099000
24
01
03
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24
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24
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24
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240110000
240114000
24
01
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00
0
24
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24
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00
1
24
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16
00
0
240120000
240123000
240130000
24
02
69
00
0
240274000
240278000
240279000
24
03
26
00
0
240447000
2
4
0
3
3
3
0
0
0
24
03
22
00
0
240323000
240325000
240324000
24
03
19
00
0
24
03
20
00
0
24
03
21
00
0
240446000
240445000
240444000
240377000
240380000
24
03
09
00
0
240371000
240062002
240310000
240365000
240364000
240372000
240373000
240355000
24
03
62
00
0
240392000
240390000
24
00
13
00
0
24
05
07
00
0
240532000
060396000
060407000
060408000
24
00
44
00
0
240471000
24
04
89
00
0
240315000
240404000
240405000
240406000
240409000
240423000
240429000
240448000
240451000
24
00
74
00
0
24
04
82
00
0
24
04
81
00
0
24
04
86
00
0
24
04
85
00
0
240363000
24
03
69
00
0
240388000
240410000
240412000
24
04
20
00
0
240426000
240427000
240432000
240433000
24
04
37
00
0
24
04
64
00
0
240440000
240441000
240441001
240543000
240544000
240545000
240550000
240552000
24
05
53
00
0
240555000
24
04
76
00
0
240374000
240546000
240546001
240547000
240548000
060330000
240551001
240551000
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240558000
24
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24
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00
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ANDERSON
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2020 STREET AND UTILITY IMPROVEMENT PROJECTCITY OF HOUSTON
FIGURE 2 - EXISTING UTILITIESOCTOBER 2019
R
FEETSCALE
0 200 400HORZ.
>>
>>
>
>>
>>
ll
l>>
S
l ll
ll
WES
T EL
M S
TREE
T
HOUSE318
HOUSE314
HOUSE317
HOUSE312
GARAGEHOUSE202
HOUSE114
WES
T SP
RUCE
STR
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SOUTH LINCOLN STREET
HOUSE218
HOUSE214
HOUSE210 HOUSE
206HOUSE114
WES
T M
APLE
STR
EET
GARAGE
HOUSE117
HOUSE114
HOUSE113
HOUSE109
HOUSE110
HOUSE105
HOUSE101
HOUSE102
HOUSE106 GARAGE
WES
T CE
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>>>>
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EE
> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >
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LEGEND
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CONCRETECURB & GUTTER
REMOVE & REPLACE EXISTINGSIDEWALK
PROPOSED CONCRETEDRIVEWAYPROPOSED ASPHALTPAVEMENT
PROPOSED NEW CONCRETESIDEWALK (OPTIONAL)
SOD
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2020 STREET AND UTILITY IMPROVEMENT PROJECTCITY OF HOUSTON
FIGURE 3 - PROPOSED PROJECTOCTOBER 2019
R
FEETSCALE
0 40 80HORZ.
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2020 STREET AND UTILITY IMPROVEMENT PROJECTCITY OF HOUSTON
FIGURE 4 - TYPICAL SECTIONOCTOBER 2019
2.00%
R/W
TYPICAL SECTION
LC
B624CONCRETE CURB
0.67' 18.00' 0.67'
40'
2.00%
40'
18.00'
1.5" TYPE 9.5 WEARING COURSE
8" AGGREGATE BASE, CL 5
12" SELECT GRANULAR
BITUMINOUS TACK COAT
2.5" TYPE 9.5 WEARING COURSE
14.33'
6" SUBDRAIN
5.00'2.00' 14.33' 5.00'
4" AGGREGATE BASE, CL 5 (2211)
4" CONCRETE SIDEWALK
2.00'
6" TOPSOIL & SOD
R/W
4" CONCRETE SIDEWALK
6" TOPSOIL & SOD
12" SUBGRADE CORRECTION
2.00%
R/W
TYPICAL SECTION
LC
B624CONCRETE CURB
0.67' 22.00' 0.67'
40'
2.00%
40'
22.00'
1.5" TYPE 9.5 WEARING COURSE
8" AGGREGATE BASE, CL 5
12" SELECT GRANULAR
BITUMINOUS TACK COAT
2.5" TYPE 9.5 WEARING COURSE
10.33'
6" SUBDRAIN
5.00'2.00' 10.33' 5.00'
4" AGGREGATE BASE, CL 5 (2211)
4" CONCRETE SIDEWALK
2.00'
R/W
4" AGGREGATE BASE, CL 5 (2211)
4" CONCRETE SIDEWALK
12" SUBGRADE CORRECTION
6" TOPSOIL& SOD
6"TOPSOIL& SOD
4" AGGREGATE BASE, CL 5 (2211)
LINCOLN STREET
WEST SPRUCE STREET
Prepared by: Bolton & Menk, Inc. APPENDIX B
2020 Street & Utility Improvements ǀ H19.119534
Appendix B: Detailed Cost Estimate
Updated: 10/10/2019
ITEM
NO. ITEM QTY UNIT UNIT PRICE TOTAL
STREET AND SITE
1 MOBILIZATION 1 LS 46,600.00$ 46,600.00$
2 TRAFFIC CONTROL 1 LS 6,500.00$ 6,500.00$
3 TREE TRIMMING / CLEAR & GRUB 9 EA 600.00$ 5,400.00$
4 REMOVE BITUMINOUS PAVEMENT 5,300 SY 2.50$ 13,250.00$
5 REMOVE CURB & GUTTER 2,280 LF 3.00$ 6,840.00$
6 REMOVE CONCRETE DRIVEWAY 350 SY 8.00$ 2,800.00$
7 REMOVE BITUMINOUS DRIVEWAY 15 SY 5.00$ 75.00$
8 REMOVE CONC WALK 5,780 SF 1.00$ 5,780.00$
9 COMMON EXCAVATION 2,295 CY 12.00$ 27,540.00$
10 SUBGRADE EXCAVATION 485 CY 12.00$ 5,820.00$
11 GEOTEXTILE FABRIC TYPE V 5,870 SY 2.00$ 11,740.00$
12 STABILIZING AGGREGATE 485 CY 30.00$ 14,550.00$
13 SELECT GRANULAR BORROW (12") 1,960 CY 22.00$ 43,120.00$
14 AGGREGATE BASE CLASS 5 (8") 1,315 CY 30.00$ 39,450.00$
15 BITUMINOUS NON WEAR COURSE (2 1/2") 4,885 SY 14.00$ 68,390.00$
16 BITUMINOUS WEAR COURSE (1 1/2") 4,885 SY 9.00$ 43,965.00$
17 CONSTRUCT CONCRETE DRIVEWAY (6") 445 SY 60.00$ 26,700.00$
18 CONCRETE CURB & GUTTER DES B624 2,345 LF 16.00$ 37,520.00$
19 CONCRETE VALLEY GUTTER 30 SY 85.00$ 2,550.00$
20 4" CONCRETE WALK 9,870 SF 6.50$ 64,155.00$
21 TRUNCATED DOMES 210 SF 50.00$ 10,500.00$
22 6" PVC UNDERDRAIN 2,345 LF 15.00$ 35,175.00$
23 6" UNDERDRAIN CLEANOUT 6 EA 300.00$ 1,800.00$
24 SUBDRAIN SERVICE 20 EA 680.00$ 13,600.00$
25 AMENDED TOPSOIL BORROW (LV) 700 CY 26.00$ 18,200.00$
26 INLET PROTECTION 15 EA 175.00$ 2,625.00$
27 TURF ESTABLISHMENT 2,600 SY 6.75$ 17,550.00$
28 STABILIZED CONTRUCTION EXIT/ENTRANCE 2 EA 675.00$ 1,350.00$
29 EROSION & SEDIMENT CONTROL 1 LS 4,500.00$ 4,500.00$
SUBTOTAL: 578,045.00$
SANITARY SEWER
30 REMOVE SANITARY MANHOLE 3 EA 425.00$ 1,275.00$
31 CONSTRUCT SANITARY MANHOLE DES 4007C 20 LF 335.00$ 6,532.50$
32 ADJUST SANITARY MANHOLE 1 EA 425.00$ 425.00$
33 SANITARY SEWER CASTING ASSEMBLY 4 EA 725.00$ 2,900.00$
34 CONNECT TO EXIST SANITARY 3 EA 675.00$ 2,025.00$
35 8" SANITARY SEWER 1,220 LF 42.00$ 51,240.00$
36 8" X 4" SANITARY WYE 20 EA 325.00$ 6,500.00$
37 4" SANITARY SEWER 800 LF 30.00$ 24,000.00$
38 4" INSULATION (SERVICE) 180 SY 30.00$ 5,400.00$
39 4" INSULATION (MAIN) 325 SY 30.00$ 9,750.00$
39 DEWATERING 1 LS 32,500.00$ 32,500.00$
SUBTOTAL: 142,547.50$
WATERMAIN
40 TEMPORARY WATER SERVICE 1 LS 6,900.00$ 6,900.00$
41 REMOVE WATERMAIN PIPE 1,400 LF 3.00$ 4,200.00$
42 REMOVE GATE VALVE & BOX 6 EA 250.00$ 1,500.00$
43 REMOVE & SALVAGE HYDRANT 1 EA 590.00$ 590.00$
44 CONNECT TO EXIST WATERMAIN 7 EA 850.00$ 5,950.00$
45 8" GATE VALVE & BOX 9 EA 2,300.00$ 20,700.00$
46 HYDRANT 2 EA 4,000.00$ 8,000.00$
47 6" GATE VALVE & BOX 2 EA 1,475.00$ 2,950.00$
48 6" WATERMAIN 40 LF 42.00$ 1,680.00$
49 8" WATERMAIN 1,410 LF 43.00$ 60,630.00$
50 1" CURB STOP 20 EA 350.00$ 7,000.00$
51 1" CORPORATION STOP 20 EA 375.00$ 7,500.00$
52 1" WATER SERVICE PIPE 735 LF 26.00$ 19,110.00$
53 WATERMAIN FITTINGS 1,410 LB 10.00$ 14,100.00$
SUBTOTAL: 160,810.00$
PRELIMINARY ENGINEER'S ESTIMATE2020 STREET & UTILITY IMPROVEMENTS
CITY OF HOUSTON, MNBMI PROJECT NO.: H19.119534
Page 1 of 2
Updated: 10/10/2019
ITEM
NO. ITEM QTY UNIT UNIT PRICE TOTAL
PRELIMINARY ENGINEER'S ESTIMATE2020 STREET & UTILITY IMPROVEMENTS
CITY OF HOUSTON, MNBMI PROJECT NO.: H19.119534
STORM SEWER
54 REMOVE STORM PIPE, ALL SIZES 810 LF 12.50$ 10,125.00$
55 REMOVE STORM MANHOLE 3 EA 425.00$ 1,275.00$
56 REMOVE CATCH BASIN 9 EA 375.00$ 3,375.00$
57 CONNECT TO EXISTING STORM 4 EA 850.00$ 3,400.00$
58 CONSTRUCT DRAINAGE MANHOLE, DES 4020 - 48" 32 LF 500.00$ 16,000.00$
59 CONSTRUCT DRAINAGE MANHOLE, DES R-1 46 LF 440.00$ 20,240.00$
60 STORM SEWER CASTING ASSEMBLY 17 EA 725.00$ 12,325.00$
61 12" RC PIPE SEWER 230 LF 34.50$ 7,935.00$
62 15" RC PIPE SEWER 190 LF 38.00$ 7,220.00$
63 18" RC PIPE SEWER 355 LF 44.00$ 15,620.00$
64 21" RC PIPE SEWER 88 LF 56.00$ 4,928.00$
SUBTOTAL: 97,515.00$
TOTAL PROJECT COST SUMMARY BASE CONSTRUCTION SUBTOTAL: $978,917.50
CONSTRUCTION CONTINGENCIES (10%): $97,900.00
BASE CONSTRUCTION COST: $1,076,817.50
ESTIMATED ENGINEERING, ADMIN & LEGAL: $269,300.00
ESTIMATED BASE PROJECT TOTAL: $1,346,117.50
Page 2 of 2
Prepared by: Bolton & Menk, Inc. APPENDIX C
2020 Street & Utility Improvements ǀ H19.119534
Appendix C: Preliminary Assessment Roll
10/11/2019
$187.99 per foot $30.39 per foot $2,468.32 each $2,310.87 each
24.0146.000 SARAH J JILK 101 S LINCOLN ST101 LINCOLN ST S
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-010 Block-022 X X 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0145.000 DONALD D RANGE 105 S LINCOLN ST105 S LINCOLN ST
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-009 Block-022 (Ex) N 55 FT
Lot 9-Blk 2255.00 55.00 $10,339.18 55.00 $1,671.18 1.00 $2,468.32 1.00 $2,310.87 $0.00 $16,789.55
24.0144.000AFFORDABLE INVESTMENTS
KENNETH & JAYNIE JOHNSTON109 S LINCOLN ST
17186 COUNTY 26
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-999 Block-022 Lot 8 & 5 FT
Lot 9 - Blk 2265.00 65.00 $12,219.03 65.00 $1,975.03 1.00 $2,468.32 1.00 $2,310.87 $0.00 $18,973.25
24.0143.000MARVIN F COX
CHRISTINE L COX113 S LINCOLN ST
PO BOX 738
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-007 Block-022 N 40 FT E
1/2 Lot 7 - Blk 2240.00 40.00 $7,519.40 40.00 $1,215.40 1.00 $2,468.32 1.00 $2,310.87 $0.00 $13,513.99
24.0142.000MARVIN F COX
CHRISTINE L COX117 S LINCOLN ST
PO BOX 738
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON E 1/2 Lot 6 & 7 Ex N 40 FT Lot
7 - Blk 22X X 80.00 80.00 $15,038.80 80.00 $2,430.80 1.00 $2,468.32 1.00 $2,310.87 $0.00 $22,248.79
24.0166.000 CITY OF HOUSTON LINCOLN ST105 MAPLE ST W PO BOX 667
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Block-027 300.00 300.00 $56,395.50 300.00 $9,115.50 1.00 $2,468.32 1.00 $2,310.87 $0.00 $70,290.19
24.0269.000TERRY MUNSON
JUDITH MUNSON202 W SPRUCE ST
202 SPRUCE ST W
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-999 Block-038 N 30 FT E
1/2 Lots 9 & 10 - Blk 38X X 150.00 150.00 $28,197.75 150.00 $4,557.75 0.00 $0.00 0.00 $0.00 $0.00 $32,755.50
24.0267.000 INEZ P ABRAHAM 317 S LINCOLN ST317 LINCOLN ST PO BOX 166
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-999 Block-038 Lots 6 & 7
& 30 FT E 1/2 Lot 8 - Blk 38X X 150.00 150.00 $28,197.75 150.00 $4,557.75 1.00 $2,468.32 1.00 $2,310.87 $0.00 $37,534.69
24.0124.000 KARYN PETERSON OLSON 102 S LINCOLN STPO BOX 644
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-001 Block-021 W 1/2 Lot 1
- Blk 21X X 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0125.000BRUCE J VIROCK
SUSAM M VIROCK106 S LINCOLN ST
106 LINCOLN ST S
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-002 Block-021 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0126.000 JEAN MARIE CARLSON 110 S LINCOLN ST110 S LINCOLN PO BOX 271
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-003 Block-021 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0127.000STEPHAN A ERICKSON
LISA A ERICKSON114 S LINCOLN ST
613 SHERIDAN S
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-004 Block-021 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0128.000 CITY OF HOUSTON 109 W MAPLE ST105 MAPLE ST W PO BOX 667
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-999 Block-021 (EX) Lot 5 &
W 85 FT Lot 6 Blk 21X X 60.00 60.00 $11,279.10 60.00 $1,823.10 0.00 $0.00 0.00 $0.00 $0.00 $13,102.20
24.0167.000 MARILYN ERICKSON 114 W MAPLE ST114 W MAPLE ST PO BOX 543
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-1 Ex PC 25 FT E & W by 10
FT & S IN SE COR Blk 28X X 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0168.000DANIEL SMITH
GAYEL SMITH206 S LINCOLN ST
PO BOX 135
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-999 Block-028 All Lot 2 & PT Lot 1 COM at
SE COR Thereof; W 25 FT; N 10 FT; E 25 FT; S 10 FT to BEG - Blk 2860.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0169.000 GREGORY W SHIMSHAK 210 S LINCOLN ST210 LINCOLN ST S PO BOX 523
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-003 Block-028 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0170.000DANIEL SMITH
GAYEL SMITH214 S LINCOLN ST
PO BOX 135
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-004 Block-028 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0171.000 ANTON P FEDIE 218 S LINCOLN ST218 LINCOLN ST S
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-005 Block-028 X X 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0253.000 LORI A JOHNSON FRANCIS 114 W SPRUCE ST810 GRANT ST S
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-999 Block-037 W 1/2 Lots
1 & 2 - Blk 37 Ex S 20 FT W 1/2 Lot 2X X 120.00 120.00 $22,558.20 120.00 $3,646.20 1.00 $2,468.32 1.00 $2,310.87 $0.00 $30,983.59
24.0253.001 CAROL MEEKS LINCOLN ST312 S LINCOLN ST PO BOX 721
HOUSTON, MN 55943
MONS ANDERSONS ADTN HOUSTON Lot-002 Block-037 S 20 FT W
1/2 Lot 2 - Blk 3720.00 20.00 $3,759.70 20.00 $607.70 0.00 $0.00 0.00 $0.00 $0.00 $4,367.40
24.0254.000 CAROL MEEKS 312 S LINCOLN ST312 S LINCOLN ST PO BOX 721
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-003 Block-037 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0255.000 TRENT J EDWARDS 314 S LINCOLN ST314 S LINCOLN ST
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-004 Block-037 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
24.0256.000DAWN K BREVIG
NATHAN L ULMEN318 S LINCOLN ST
318 LINCOLN ST S
HOUSTON, MN 55943MONS ANDERSONS ADTN HOUSTON Lot-005 Block-037 X X 60.00 60.00 $11,279.10 60.00 $1,823.10 1.00 $2,468.32 1.00 $2,310.87 $0.00 $17,881.39
1,820.00 1,820.00 342,132.71 1,820.00 55,300.71 20.00 49,366.40 20.00 46,217.40 0.00 493,017.22
Project FootageSidewalk
Asssessment
Sanitary
Service
Sanitary
Service
Assessment
Totals
Total Asssessment Credit
Preliminary Assessment Roll2020 Street & Utility Improvements
South Lincoln Street
City of Houston, Minnesota
BMI Project No. H19.119534
Water ServiceProject FootageParcel ID Owner Project FootageWater Service
AssessmentLegal Description
Street & Curb
and Gutter
Asssessment
Corner LotShort Side
FirstProperty Address Owner Mailing Address
Long Side
First
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