Resolution No. 2023-142, Receiving Feasibility Report and Calling for Public Hearing on the 2024 Street Rehabilitation Project No. ST2024-01
Resolution No. 2023-142
Receiving Feasibility Report and Calling for Public Hearing on the 2024 Street
Rehabilitation Project No. ST2024-01
Whereas, pursuant to Resolution 2023-78 approved by the Fridley City Council on July 10, 2023, a
Feasibility Report has been prepared by the City of Fridley Public Works Department with reference
to the improvements listed in Exhibit A, and this report was received by the City Council on
November 27, 2023; and
Whereas, the report cited above concludes that the proposed project is necessary, cost-effective,
and feasible.
Now, therefore be it resolved, that the City Council of the City of Fridley receives the Feasibility
Report for the 2024 Street Rehabilitation Project No. ST2024-01.
Be it further resolved that the Council shall consider the improvement of such street in
accordance with the report and the assessment of abutting property within the City of Fridley for all
or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an
estimated total cost of the improvement of $1,459,400; and
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Be it further resolved a public hearing shall be held on such proposed improvements on the 18
day of December 2023, in the Council Chambers of the Fridley City Hall at 7:00 p.m., and Public
Works staff shall give mailed notice, and the clerk shall give published notice of such hearing and
improvement as required by law.
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Passed and adopted by the City Council of the City of Fridley this 27 day of November,
2023.
_______________________________________
Scott J. Lund – Mayor
Attest:
Melissa Moore – City Clerk
Resolution No. 2023-142
Exhibit A
FeasibilityReportfor
2024StreetRehabilitation
ProjectNo.ST2024-01
CITY OF FRIDLEY, MINNESOTA
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
FEASIBILITY REPORT
FOR
2024 STREET REHABILITATION PROJECT
NO. ST2024-01
November2023
I hereby certify that this plan, specifications, or report was prepared by me or under my
direct supervision and that I am a duly licensed Professional Engineer with the laws of
the State of Minnesota.
___________________________________Date: November21, 2023
James P. Kosluchar, P.E.
Registration No. 26460
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TABLE OF CONTENTS
DescriptionPage No.
Introduction............................................................................................................................................................... 3
Street Resurfacing Plan ......................................................................................................................................... 4
Background ............................................................................................................................................................... 5
Proposed Improvements ...................................................................................................................................... 7
Street Improvements ............................................................................................................................................. 7
Water Utility Improvements .............................................................................................................................. 10
Sanitary Sewer Improvements.......................................................................................................................... 12
Storm Sewer Improvements ............................................................................................................................. 12
Water Quality Improvements ........................................................................................................................... 12
Private Utility Coordination ............................................................................................................................... 14
Estimated Costs ..................................................................................................................................................... 14
Funding Sources .................................................................................................................................................... 14
Construction ............................................................................................................................................................ 15
Summary .................................................................................................................................................................. 15
Appendices............................................................................................................................................................. 16
Figure A – Project Area Map ............................................................................................................................. 17
Figure B – Opinion of Probable Cost ............................................................................................................. 18
Figure C – Funding Sources Summary .......................................................................................................... 22
Figure D – Project Schedule .............................................................................................................................. 23
Figure E – Living Streets Worksheet............................................................................................................... 24
Figure F – Typical Roadway Sections ............................................................................................................. 29
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Introduction
The City of Fridley has an ongoing obligation to maintain its streets in an efficient manner, and
to provide a high level of service while maintaining a minimum budget. To enable the City to
identify improvements that will provide for an efficient level of service and life-cycle cost, staff
inspect and rate the City’s pavements on a regular basis. The City has also developed a
pavement improvement plan based on resurfacing pavement and base treatment with
intermittent sealcoating. The goal is to provide maintenance improvements at scheduled
intervals. For example:
Activity Schedule
Initial Construction Year 0
SealcoatingYear 8
Sealcoating Year 16
ResurfacingYear 24
Sealcoating Year 32
Sealcoating Year 40
Reconstruction Year 48
This is an ideal and aggressive sequence for street maintenance. Note that the final
reconstruction may be substituted with resurfacing activities if the roadway base is in good
condition, with the intent to extend road life for an additional cycle of 24 years.
Due to the variability with budgets, road configurations, traffic patterns, condition of utilities,
source of funds, other projects, etc., the basic schedule above varies and fluctuates for each
roadway segment.
As part of identifying the best candidate for this year’s pavement resurfacing project, City of
Fridley Engineering Division staff worked with Street Maintenance Division staff to develop a list
of candidate projects. Factors including physical pavement characteristics and budgetary
considerations among others were then considered to assist in selection of the best candidate.
The Engineering Division monitors existing pavements through semi-annual inspections. From
this inspection information, the Engineering Division prepares a Street Resurfacing Plan
consistent with the Street Capital Improvement Plan, which designates candidate street
segments for construction, reconstruction, and rehabilitation. The City of Fridley also performs
preventative surface maintenance (e.g. sealcoating), routine crack sealing and pothole patching
maintenance. The amount of street maintenance on this segment is increasing annually due to
the rapid deterioration of the existing pavements.
The Engineering Division has prepared a Street Resurfacing Plan consistent with the Long-Term
Street Maintenance Program, which designates candidate street segments for construction,
reconstruction, and rehabilitation. The Plan identifies the areas within the city and the
anticipated year for maintenance projects. Please refer to the following map summarizing the
Long-Term Street Maintenance Program.
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Street Resurfacing Plan
2024-01
PROJECT
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Background
The 2024 Street Rehabilitation Project is composed of three distinct project locations across the
City of Fridley. The proposed project scope includes pavement rehabilitation and miscellaneous
utility improvements across all project locations. The project extents and street segment history
of each project location are included below.
See Figure A in the Appendices for a map of proposed project locations.
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Lucia Lane/Channel Road/66 Avenue
Street segments selected for rehabilitation include:
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PLACE
LUCIA LANE from MISSISSIPPI STREET (CSAH 6) to 68
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AVENUE
CHANNEL ROAD from MISSISSIPPI STREET (CSAH 6) to 68
TH
66 AVENUE from PIERCE STREET to CHANNEL ROAD
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The streets and underground utilities along Lucia Lane, Channel Road and 66 Avenue within
the project limits were initially constructed from the mid-1950s to the late 1970s. Since their
initial construction, the streets have received routine sealcoat treatment, with the latest
occurring in 2016, as well as other preventative surface maintenance.
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Existing street widths are 30 feet and 35 feet for 66Avenue and Lucia Ln/Channel Rd,
respectively, and all streets provide 2-way traffic with no shoulder striping from Mississippi
Street (CSAH 6) to the neighborhood to the north. Construction records and pavement core
data indicate existing pavement thicknesses ranging from 3 to 5 inches and an underlying
aggregate base of 2 to 4 inches.
Each street is categorized as a local city street with approximate Annual Average Daily Traffic
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(AADT) of 600, 800 and less than 500 for Lucia, Channel and 66Avenue,respectively. Heavy
traffic along these street segments is considered to be low to typical.
Norton Avenue
Street segments selected for rehabilitation include:
NORTON AVENUE from CENTRAL AVENUE (CSAH 35) to WESTERN TERMINUS
The street and underground utilities along Norton Avenue were originally constructed in the late
1960s. Since its initial construction, the street has received routine sealcoat treatment as part of
the City’s roadway maintenance program, with the last occurring in 2016.
Currently, the street is approximately 35 feet wide and provides 2-way traffic with no shoulder
striping between Central Avenue (CSAH 35) and its western terminus. Construction records and
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pavement core data indicate an existing pavement thickness ranging from 3 to 4.5 inches and an
underlying stabilized subgrade of 4 inches.
Norton Avenue is categorized as a local city street with an estimated Annual Average Daily
Traffic of less than 500 vehicles per day. Heavy vehicle traffic along this segment is considered
low to typical.
Buchanan Street
Street segments selected for rehabilitation include:
RD
BUCHANAN STREET from CITY LIMITS to 53 AVENUE
The street and underground utilities along Buchanan Street were originally constructed from the
late 1950s to early 1960s. In 2003, the street was reconstructed as part of the City’s 2003 Street
Improvement Project No. ST2003-1 where it received 3.5 inches of bituminous pavement, 6
inches of aggregate base and concrete curb & gutter. The street has also received routine
maintenance throughout its life, including sealcoat treatment, with the last occurring in 2017.
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The street is currently 30 feet wide and provides 2-way traffic with no shoulder striping from 53
Avenue to the City’s boundary with Columbia Heights to the south. Construction records and
pavement core data indicate an existing pavement thickness of 3.5 to 4.5 inches and an
underlying aggregate base thickness of 6 to 8 inches.
Buchanan Street is categorized as a local city street and receives an approximate Annual
Average Daily Traffic of less than 500 vehicles per day. Heavy truck traffic along this segment is
considered low to typical.
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Proposed Improvements
Overview
The total project area includes approximately 1.2miles ofproposed street improvementsacross
threedistinct project areas. The proposed improvements include pavement rehabilitationand
spot replacement of concrete curb & gutter in addition to improvements to the City’s existing
water, sanitary sewer and storm sewer networks.
Due to varying size and scope amongtheproject areas, staff conducted preliminary public
outreach with project residents using acombination ofin-person open house for the Lucia
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Lane/Channel Road/66Avenueproject area and virtual informational presentation uploaded to
the City’s project webpage for the remaining project areas. Invitations for the open house and
virtual presentation were mailed to residents and property owners in the project areas in
September 2023. A project questionnaire was included with the mailed invitations to encourage
resident feedback and proactively coordinate with residents on future construction. Staff will
compile resident feedback from the open house and questionnaires and address any comments
and concerns in the final design as is feasible.
Staff has also conducted a Living Streets evaluation of the project area and will address the
findings as feasible in the design of the project. The Worksheet has been included as Figure Eof
the appendices.
In July 2023, Resolution No. 2023-78 was adopted by the City Council to initiate the 2024 Street
Rehabilitation Project No. ST2024-01 and prepare a preliminary report, plans and specifications.
StreetImprovements
Street and pavement improvementsare
determined based upon severalfactors
including the current pavement condition,
last majorroadwaymaintenance, and the
need for coordinated utility improvements.
The primary pavement rehabilitation
methodsproposed for this projectarefull-
depth reclamation (FDR)and mill& overlay.
Full-depth reclamation grinds and reduces
the existing pavement to aggregate for in-
place reuse in the roadway base. Mill &
overlay preserves some of the existing
Exhibit1.Full-depth pavement reclamation.
pavement, partially grinding and removing
the pavement to a specified depth. In both instances, new asphalt is then installed to match the
existing roadway conditions.In addition to the proposed pavement rehabilitation methods, each
project streetwould also receive spot replacement of severely damaged or heaved concrete curb &
gutter as well asmiscellaneous utility improvements.
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To verify existing roadway constructionand evaluate the underlying soil conditions in each project
location, geotechnical exploration was performed by Braun Intertec. Additional pavement coring was
conducted along each project street by Streets Division staff to evaluate existing pavement
thicknesses. The resulting typical roadway sections for each project street have been included as
Figure F of the Appendices.
An overview of the existing roadway conditions and recommended pavement improvements for each
project street are summarized below:
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Lucia Lane/Channel Road/66Avenue
Construction records and pavement coredata along
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Lucia Lane, Channel Road and 66Avenue indicate
existingpavement thicknesses ranging from 3 to 5
inches with an underlying aggregate base thickness
of 2 to 4inches. Further geotechnical exploration of
the roadway core by Braun Intertec indicates a
subgrade of sand to silty sand, which provides a
suitable sub-base for roadway construction.
Current pavement distressingas seen in Exhibits 2
and 3indicate advanced pavement deterioration
typical with a roadway of this age. Frequent and
Exhibit2.LuciaLanelooking south.
severe fatigue cracking also indicatespotential
failures in the underlying aggregate base.
Based upon the existing roadway sections, pavement
distressing and underlying soil conditions, staff
recommends a full-depth reclamation and pavement
rehabilitation across all street segments in this
project area. The fortified reclaimed aggregate base
section would be overlayed with a 3.5” bituminous
pavement section, installed in two lifts consistent
with the City’s typical urban roadway section.
Traffic Modifications (Lucia Lane)
Exhibit3.Channel Roadlooking south.
In addition to the proposed pavement rehabilitation
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along the Lucia Lane/Channel Road/66Avenue
project area, Engineering Division staff evaluated the feasibility of a cul-de-sac conversion of Lucia
Lane and other traffic modifications to address historic traffic volume/speed concerns in area.
Since 2018, Engineering Division and Public Safetystaff have responded to resident concerns on
traffic volume/speed along Lucia Lane. Traffic data has been collected since that time and temporary
traffic modifications, including temporary speed bump installation along Lucia Lane and one-way
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conversion of the street at 68Place, have been employed to present. With the project’s proposed
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street improvements, there exists acost-effective
opportunity to employ permanent traffic measures in
this location.
At the project open house in September 2023,
Engineering Division staff proposed the cul-de-sac
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conversion of Lucia Lane at 68Place to project
residents along Lucia Lane and Channel Road. The
preliminary cul-de-sac design presented can be seen
in Exhibit 4.Project residents along Lucia Lane south
of the cul-de-sac were largely supportive of the cul-
de-sac conversion. Some road users north of the
proposed cul-de-sac expressed concerns that the
design would be restrictive to traffic north of the cul-
Exhibit4.Lucia Lane cul-de-sac conversion.
de-sac, forcing road users to access those properties
from Central Avenue (Trunk Highway 65).
The Engineering Division will consider all feedback received on the proposed traffic modifications and
address any comments or concerns in the final design as feasible. Additional considerations with the
final design will include improvements to existing surface water quality features and pedestrian routes
in the area.
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There remains the possibility of implementing additional traffic control measures along 68Avenue
and Channel Road (one-way conversion, speed bumps, etc.) following completion of the project, if
warranted. Following construction, Engineering Division staff will monitor traffic behavior in the
project area and identify volume/speed criteria for the addition of such measures.
Norton Avenue
Construction records and pavement core
data along Norton Avenue indicate an
existing pavement thickness ranging from 3
to 4.5 inches with an underlying stabilized
base thickness of 4 inches. Further
geotechnical exploration of the roadway
core by Braun Intertec indicates a subgrade
of silty sand, suitable for roadway
construction and not requiring subgrade
correction.
The current pavement distressing as seen in
Exhibit 5indicates a significant
deterioration of the existing pavement.
Exhibit5.Norton Avenue looking east.
Additionally, severe fatigue cracking
indicates potential failures in the underlying aggregate base.
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In order to address the deteriorating pavement and aggregate base conditions, staff recommends a
full-depth reclamation and pavement rehabilitation. The fortified reclaimed aggregate base section
would be overlayed with a 3.5” bituminous pavement section, installed in two lifts and consistent with
the City’s typical urban roadway section.
Buchanan Street
Construction records and geotechnical data along
Buchanan Street indicate an existing pavement
thickness of 3.5 to 4.5 inches with an underlying
aggregate base thickness of 6 inches. Further
geotechnical exploration of the roadway core by
Braun Intertec indicates a subgrade of silty sand,
which provides a suitable sub-base for roadway
construction.
Present pavement distressing, as visible in Exhibit 6,
indicate a top-down wear of the existing surface
consistent with “stripping” of the existing seal coat
as recently seen in other street segments in the City.
The surface-level distressing shows no indication of
Exhibit6.Buchanan Streetlooking south.
deeper deterioration of the roadway base.
Based upon the existing roadway section, current pavement distress and underlying soil conditions,
staff recommends a 1” mill and pavement overlay along theproject area. It is anticipated that a
pavement mill and overlay should result in a pavement surface lasting 20 years or more. It should be
noted that reflective cracking from the remaining existing pavement is to be expected after such mill
and resurfacing. This distressing cannot be controlled without a full reconstruction of the roadway.
Water Utility Improvements
Coordinated improvements to the City’s water distributionsystem arean efficient and cost-
effective method of maintaining the City’s existing utility infrastructure and ensuring a resilient,
quality water supply in the future. In preparation for theproject, the existing water main, fire
hydrants and other system appurtenances within the project area werereviewed by Utilities
Divisionstaff. Replacement or rehabilitation of these systems was then identified based upon
age and functionality.
The proposed improvements to the water utility system in conjunction with the project include
thereplacement of approximately 1,600lineal feet (LF) of water main, 12fire hydrants and the
rehabilitationreplacementof other appurtenancesproject-wide.
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Lucia Lane/Channel Road/66Avenue
Proposed water utility improvements inthe
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Avenueproject
Lucia Lane/Channel Road/66
area include the removal and replacement of
approximately 1,600lineal feet (LF) of existing
water main along Channel Roadas well as
replacement of sevenfire hydrants andother
miscellaneoussystem improvements.The water
main, fire hydrants and other system
infrastructure to be replaced or rehabilitated
have been identified by Utilities Divisionstaff
due to their age and reduced utility.
Exhibit7.Water main replacement.
Replacement of the existing water main and fire
hydrants would occur in the location of the existing utility and would include replacement of other
system appurtenances such as gate valves.Additionally, the water main replacement work along
Channel Road would include the reconnection of existing water services and replacement of curb
stops on the short side of the water main.
Buchanan Street
Proposed water utility improvements along
the Buchanan Street project area include the
removal and replacement of twofire hydrants
and rehabilitation of threeexisting gate valves.
These hydrants and valveshave been
identified by Public Works staff during
preliminary review due to their age and
reduced utility.
Hydrant assembly replacement would occur in
the location of the existing hydrants and
would additionally include the replacement of
Exhibit8.Fire hydrant assembly replacement.
the hydrant gate valve to the existing water
main. Rehabilitation of the existing gate valves would include the replacement of bolts
throughout the valve assembly and installation of a new valve box to the surface.
Norton Avenue
Proposed water utility improvements along the Norton Avenue project area include the replacement
of threefire hydrants and rehabilitation of oneexisting gate valve.The need for these improvements
were identified by Public Works staff during review for the project due to their age and reduced
utility. Hydrant assembly replacement would occur in the location of the existing hydrants and would
additionally include the replacement of the hydrant gate valve to the existing water main.
Rehabilitation of the existing gate valve would include the replacement of bolts throughout the valve
assembly and installation of a new valve box to the surface.
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Sanitary Sewer Improvements
In preparation for the project, Utilities Division staff evaluated the existing sanitary sewer main,
structures and surface facilities across each project location. Staff did not identify any severe
defects with the existing system and there are currently no major proposed improvements to
the sanitary sewer system in any project locations. However, there will be improvements to
system surface features, namely manhole castings, in concurrence with each project area’s street
improvements. Existing surface features will be salvaged or replaced and reset as part of this
work.
In coordination with the project, staff also will provide a complimentary inspection service to
project residents to televise existing sewer service laterals for severe root intrusion, deterioration
or other defects. Property owners have been notified and may coordinate with the Sewer
Division to complete a video inspection of their service line. Any subsequent cleaning or repair
services for resident service laterals are born by and are the responsibility of the property owner,
per City Code.
Storm Sewer Improvements
During review of the existing storm sewer system throughout the project, Utilities Division staff
identified the need for rehabilitation or replacement of three existing block-fabricated drainage
structures along Channel Road and Buchanan Street based upon their existing condition and the
presence of infiltration. Staff will evaluate the existing conditions of the structures and
rehabilitate via spray-in liner or replace with precast concrete structures.
Additional improvements to the existing storm sewer system across all project areas will include
the spot replacement of severely damaged or heaved concrete curb & gutter as well as the
replacement of existing catch basin and manhole castings in poor condition and readjustment
of other surface facilities located in the curb replacements or pavement area.
Water Quality Improvements
In addition to the previously detailed improvements to the City’s underground utility networks,
City project staff evaluated other opportunities to improve stormwater quality through the
addition of various best management practices (BMPs). City project staff has worked closely with
the Anoka Conservation District (ACD) to evaluate the existing drainage networks within the City
and identify potential locations for water quality improvements. The location of proposed water
quality BMPs have been selected based upon the existing drainage network and location of
greatest water quality improvement.
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Lucia Lane/Channel Road/66Avenue
Proposed water quality improvements along
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the Lucia Lane/Channel Road/66Avenue
project area include the construction ofa
hydrodynamic separator structure along
Channel Road and three raingardens
throughout the project area. Other minor
water quality improvements would include
maintenance of the existing surface drainage
swale at the northern terminus of Lucia Lane.
The hydrodynamic separator structure along
Channel Road would be installed downstream
of the street’s inletting catch basins and
would aid in the reduction of phosphorus and
Exhibit9.Raingarden water quality feature.
suspended solids before stormwater
discharging to Rice Creek. Similarly, the addition of rain gardens along the project corridor
would serve as a first line of water quality improvement as stormwater is collected, reducing the
total phosphorus and suspended solids entering the storm sewer system.
The proposed water quality improvements would be eligible for cost-share withthe Rice Creek
Watershed District (RCWD) through their Stormwater Management Grant program. City project
staff will continue to evaluate the feasibility of the proposed BMPs and pursue grant funding for
implementationwith the project.
Buchanan Street
Proposed water quality improvements along the Buchanan Street project area include the
construction of a hydrodynamic separator structure and raingarden, both aimed at the
reduction of total phosphorus and suspended solids entering the storm sewer network.
Selection of the proposed BMPs and their locations are consistent with the future projects
identified in the Mississippi Watershed Management Organization’s (MWMO) Stormwater
Retrofit Analysis of the drainage area in 2019.
The proposed water quality improvements would be eligible for cost-share with the Mississippi
Watershed Management Organization (MWMO) through their Action Grant program. City
project staff will continue to evaluate the feasibility of the proposed BMPs and pursue grant
funding for implementationwith the project.
Norton Avenue
There are currently no proposed water quality improvements within the Norton Avenue project
area.As project design progresses, Engineering Division staff will evaluate the addition of minor
water quality improvements within the project area and implement as feasible.
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Private Utility Coordination
The proposed project scope will be provided to private utilities in an effort to coordinate system
repairs and upgrades with the upcoming project construction. At this time, no private utilities
have provided notification of upcoming upgrades or repairs in the proposed project area.
Estimated Costs
The project cost is estimated to be $1,459,400.00. This estimate includescontingency for minor
changes in project scope as well as 5% reserve for project engineering and administrative
services. All costs expressed in this report are preliminary but are expected to stay within the
budgeted amount. An itemized breakdown of estimated project costs can be found on Figure B
of the Appendices.
Funding Sources
Street and utility rehabilitation projects are typically funded through a combination of sources
including the Minnesota State Aid System (MSAS) funding, utility enterprise funds, and special
assessments. Costs associated with the street rehabilitation work are subject to special
assessment; utility work is not proposed to be subject to special assessment. A breakdown of
the preliminary project budget and special assessment funding can be found in Figure C of the
Appendices.
Street Improvements
Proposed street and pavement improvements with the project are estimated at $648,000 and
will be funded using monies from special assessments to benefitting properties as well as funds
from the City’s MSAS account. The City will assess benefitting properties in accordance with its
Roadway Major Maintenance Financing Policy for local streets. In total, special assessments will
provide approximately $445,050 based on the preliminary project scope and is currently only
included for the proposed rehabilitated street segments.
Using the preliminary project scope and previous applications of the City’s assessment policy for
Low Density Residential (single family, duplex, etc.) and Non-Low Density Residential (high
density residential, commercial, etc.) properties, staff have estimated the following preliminary
special assessments: $3,600 per unit and $46.76 per front-foot for low density residential and
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non-low density residential properties along the Lucia Lane/Channel Road/66 Avenue project
area, respectively, $3,200 per unit for low density residential properties along the Norton
Avenue project area, and $1,350 per unit for low density residential properties along the
Buchanan Street project area. It should be noted that the three project areas were not combined
for special benefit evaluations due to varying proposed improvements and property types as
well as the lack of a combined benefit between distinct project areas. Variances in the
preliminary special assessment rates among project areas are a reflection of these
considerations.
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The remaining balance of approximately $202,950 for proposed pavement improvements will be
reimbursed from the City’s MSAS account. The proposed 2024-2028 Capital Investment Program
(CIP) currently identifies $170,000 in State Aid funding as a capital expenditure in 2024, however,
additional State Aid funds are available as construction costs funded by special assessments are
also eligible for State Aid reimbursement.
Water Utility Improvements
Proposed improvements to the water main distribution system are estimated at $595,800 and will be
funded using monies from the City’s Water Utility Fund. In 2024, $675,000 in funding is identified
within the CIP as a capital expenditure.
Sanitary Sewer Improvements
Improvements to the sanitary sewer collection system with the project are estimated at $19,600
and will be funded using monies from the City’s Sanitary Sewer Utility Fund. In 2024, $50,000 in
funding is identified within the CIP as a capital expenditure.
Storm Sewer Improvements
Proposed improvements to the storm sewer conveyance network and additional water quality
improvements are estimated at $196,000 and will be funded using monies from the City’s Storm
Water Utility Fund. In 2024, $215,000 in funding is identified within the CIP as a capital
expenditure. An additional $50,000 in funding from the Storm Water Utility Fund is identified in
the CIP for 2024 as a capital expenditure for watershed BMP implementation, which would also
contribute to funding the proposed water quality improvements within the system.
Construction
Construction sequencing will include access considerations for all properties. Minor exceptions
to this may include critical construction items including asphalt and concrete construction, which
is most likely to occur during weekday daytime hours. For all street segments, the project will be
phased in a manner to best preserve access. Similarly, minor disruptions to utility services may
occur during the project but this will be limited to several hours at most.
In order to provide the best access and eliminate conflicts between contractors, the project is
proposed to start in May and conclude by September.
Summary
The work proposed for the 2024 Street Rehabilitation project number ST2024-01 is consistent
with the City of Fridley’s Active Transportation Plan, Long-Term Street Maintenance Program,
2024-2028 Capital Investment Program and can be fully funded by its 2024 Budget. The project
is cost-effective, necessary and feasible from an engineering standpoint as described in this
report. The Engineering Division recommends that the City Council approve this project for final
design as presented.
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Appendices
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Figure A –Project Area Map
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Figure B - Opinion of Probable Cost
2024 STREET REHABILITATION PROJECT
PROJECT NO. ST2024-01
CITY OF FRIDLEY, MN
11/20/2023
MnDOT UNIT TOTAL ESTIMATED
ITEM NO.DESCRIPTIONNOTESUNITTOTAL AMOUNT
SPEC NO.PRICEQUANTITY
SCHEDULE 1 - LUCIA LANE - CHANNEL ROAD - 66TH AVENUE
Part A - Streets
12021.501MobilizationLS$75,000.000.50$37,500.00
22104.503Sawing Bituminous Pavement (Full Depth)LF$3.00267$801.00
32105.607Common Excavation (P) (Excess Reclaim)CY$20.001459$29,180.00
42112.519Subgrade Preparation (P)RDST$500.0043.5$21,750.00
52215.504Full Depth Reclamation (P)SY$2.0015006$30,012.00
62331.603Bituminous Joint Saw & SealLF$4.004002$16,008.00
72357.506Bituminous Material For Tack CoatGAL$3.50901$3,153.50
82360.509Type SP 9.5 Wearing Course Mix (3,C)TON$90.001424$128,160.00
92360.509Type SP 12.5 Non Wearing Course Mix (3,C)TON$87.001899$165,213.00
102563.601Traffic ControlLS$15,000.000.50$7,500.00
Part B- Water
112104.502Remove Hydrant And Gate ValveEA$1,000.007$7,000.00
122104.502Remove Curb Stop & BoxEA$200.0018$3,600.00
132104.502Remove Gate Valve & BoxEA$600.004$2,400.00
142104.503Remove Concrete Curb & GutterLF$6.00500$3,000.00
152104.503Remove Water Service PipeLF$15.00330$4,950.00
162104.503Remove WatermainLF$20.001600$32,000.00
172104.504Remove Bituminous Driveway PavementSY$10.0050$500.00
182104.504Remove Concrete Driveway PavementSY$15.0050$750.00
192360.5043" Bituminous Driveway w/ 6" Class 5 AggregateSY$55.0050$2,750.00
202502.601Repair/Replace Pet Fence Irrigation SystemLS$3,000.001.00$3,000.00
212503.603Repair Sewer Pipe (Sanitary Sewer Lateral)LF$65.00180$11,700.00
222504.601Temporary Water ServiceLS$25,000.001$25,000.00
232504.602Rebuild Gate Valve (Includes Excavation Pit)EA$3,500.001$3,500.00
242504.602Gate Valve Box (Water)EA$1,500.001$1,500.00
252504.602Hydrant with 6" Gate Valve Assembly (Install Only)EA$9,000.007$63,000.00
262504.6026" Gate Valve & BoxEA$3,500.007$24,500.00
272504.602Connect to Existing WatermainEA$1,000.007$7,000.00
282504.6021" Corporation StopEA$750.0036$27,000.00
292504.6021" Curb Stop & BoxEA$750.0018$13,500.00
302504.602Connect to Existing Water ServiceEA$500.0036$18,000.00
312504.6036" Ductile Iron Watermain, CL 52LF$80.001600$128,000.00
322504.6031" Water Service PipeLF$65.00330$21,450.00
332504.608FittingsLB$15.00425$6,375.00
342506.062Adjust Gate Valve Box (Water)EA$500.008$4,000.00
352531.503Concrete Curb & Gutter Design B618LF$30.00500$15,000.00
362531.5046" Concrete Driveway PavementSY$110.0050$5,500.00
372574.507Common Topsoil BorrowCY$50.00121$6,050.00
382574.508Fertilizer Type 3LB$2.0053$106.00
392575.505SeedingAC$5,000.000.15$750.00
402575.508Seed Mixture 25-151LB$7.0018$126.00
412575.508Hydraulic Bonded Fiber MatrixLB$4.00523$2,092.00
Part C- Sanitary Sewer
422506.602Adjust Existing Frame and Ring Casting (Sanitary)EA$850.0014$11,900.00
Figure B - Opinion of Probable Cost
2024 STREET REHABILITATION PROJECT
PROJECT NO. ST2024-01
CITY OF FRIDLEY, MN
11/20/2023
MnDOT UNIT TOTAL ESTIMATED
ITEM NO.DESCRIPTIONNOTESUNITTOTAL AMOUNT
SPEC NO.PRICEQUANTITY
Part D- Storm Sewer
432104.503Remove Concrete Curb & Gutter (Spot Replacement)LF$6.001290$7,740.00
442506.502Water Quality Structure/Improvements (Cost-Share)EA$35,000.001$35,000.00
452506.502Rain Guardian TurretEA$1,800.006$10,800.00
462506.602Drainage Structure LinerEA$5,000.001$5,000.00
472531.503Concrete Curb & Gutter Design B618LF$30.001290$38,700.00
482573.501Stabilized Construction ExitEA$1,500.002$3,000.00
492573.502Storm Drain Inlet ProtectionEA$200.002$400.00
502574.507Common Topsoil BorrowCY$50.0072$3,600.00
512574.508Fertilizer Type 3LB$2.0032$64.00
522575.505SeedingAC$5,000.000.09$450.00
532575.508Seed Mixture 25-151LB$7.0011$77.00
542575.508Hydraulic Bonded Fiber MatrixLB$4.00311$1,244.00
SCHEDULE 1 - LUCIA LANE - CHANNEL ROAD - 66TH AVENUE - CONSTRUCTION SUBTOTAL
$1,001,351.50
Part A - Streets
$439,277.50
Part B- Water
$444,099.00
Part C- Sanitary Sewer
$11,900.00
Part D- Storm Sewer
$106,075.00
Contingency (5%)
$50,067.58
Eng/Admin (5%)$50,067.58
SCHEDULE 1 - LUCIA LANE - CHANNEL ROAD - 66TH AVENUE - CONSTRUCTION TOTAL
$1,101,486.65
Figure B - Opinion of Probable Cost
2024 STREET REHABILITATION PROJECT
PROJECT NO. ST2024-01
CITY OF FRIDLEY, MN
11/20/2023
MnDOT UNIT TOTAL ESTIMATED
ITEM NO.DESCRIPTIONNOTESUNITTOTAL AMOUNT
SPEC NO.PRICEQUANTITY
SCHEDULE 2 - BUCHANAN STREET
Part A - Streets
12021.501MobilizationLS$75,000.000.20$15,000.00
22232.504Mill Bituminous Surface (1.0")SY$2.003120$6,240.00
32357.506Bituminous Material For Tack CoatGAL$3.50188$658.00
42360.509Type SP 9.5 Wearing Course Mix (3,C)TON$90.00198$17,820.00
52563.601Traffic ControlLS$15,000.000.20$3,000.00
Part B- Water
62104.502Remove Hydrant And Gate ValveEA$1,000.002$2,000.00
72104.503Remove Concrete Curb & GutterLF$6.0040$240.00
82504.602Rebuild Gate Valve (Includes Excavation Pit)EA$3,500.003$10,500.00
92504.602Gate Valve Box (Water)EA$1,500.003$4,500.00
102504.602Adjust Gate Valve Box (Water)EA$500.003$1,500.00
112504.602Hydrant with 6" Gate Valve Assembly (Install Only)EA$9,000.002$18,000.00
122531.503Concrete Curb & Gutter Design B618LF$30.0040$1,200.00
Part C- Sanitary Sewer
132506.602Adjust Frame and Ring Casting (Sanitary)EA$850.003$2,550.00
Part D- Storm Sewer
142104.502Salvage CastingEA$350.001$350.00
152104.503Remove Concrete Curb & Gutter (Spot Replacement)LF$6.00100$600.00
162502.601Repair/Replace Pet Fence Irrigation SystemLS$1,000.001$1,000.00
172506.502Water Quality Structure/Improvements (Cost-Share)EA$35,000.001$35,000.00
182506.502Rain Guardian TurretEA$1,800.001$1,800.00
192506.602Adjust Frame and Ring Casting (Storm)EA$850.003$2,550.00
202506.602Drainage Structure LinerEA$5,000.002$10,000.00
212531.503Concrete Curb & Gutter Design B618LF$30.00100$3,000.00
222573.501Stabilized Construction ExitEA$1,500.001$1,500.00
232573.502Storm Drain Inlet ProtectionEA$200.0011$2,200.00
242574.507Common Topsoil BorrowCY$50.006$300.00
252574.508Fertilizer Type 3LB$2.003$6.00
262575.505SeedingAC$5,000.000.01$50.00
272575.508Seed Mixture 25-151LB$7.000.81$5.67
2575.508Hydraulic Bonded Fiber MatrixLB$4.0024$96.00
SCHEDULE 2 - BUCHANAN STREET - CONSTRUCTION SUBTOTAL
$141,665.67
Part A - Streets
$42,718.00
Part B- Water
$37,940.00
Part C- Sanitary Sewer
$2,550.00
Part D- Storm Sewer
$58,457.67
Eng/Admin (5%)$7,083.28
SCHEDULE 2 - BUCHANAN STREET - CONSTRUCTION TOTAL
$148,748.95
Figure B - Opinion of Probable Cost
2024 STREET REHABILITATION PROJECT
PROJECT NO. ST2024-01
CITY OF FRIDLEY, MN
11/20/2023
MnDOT UNIT TOTAL ESTIMATED
ITEM NO.DESCRIPTIONNOTESUNITTOTAL AMOUNT
SPEC NO.PRICEQUANTITY
SCHEDULE 3 - NORTON AVENUE
Part A - Streets
12021.501MobilizationLS$75,000.000.30$22,500.00
22104.503Sawing Bituminous Pavement (Full Depth)LF$3.0075$225.00
32105.607Common Excavation (P) (Excess Reclaim)CY$20.00337$6,740.00
42112.519Subgrade Preparation (P)RDST$500.009.50$4,750.00
52215.504Full Depth Reclamation (P)SY$2.003462$6,924.00
62331.603Bituminous Joint Saw & SealLF$4.00937$3,748.00
72357.506Bituminous Material For Tack CoatGAL$3.50208$728.00
82360.509Type SP 9.5 Wearing Course Mix (3,C)TON$90.00329$29,610.00
92360.509Type SP 12.5 Non Wearing Course Mix (3,C)TON$87.00438$38,106.00
102563.601Traffic ControlLS$15,000.000.30$4,500.00
Part B- Water
112104.502Remove Hydrant And Gate ValveEA$1,000.003$3,000.00
122104.503Remove Concrete Curb & GutterLF$6.0060$360.00
132504.602Rebuild Gate Valve (Includes Excavation Pit)EA$3,500.001$3,500.00
142504.602Gate Valve Box (Water)EA$1,500.001$1,500.00
152504.602Hydrant with 6" Gate Valve Assembly (Install Only)EA$9,000.003$27,000.00
162504.602Adjust Gate Valve Box (Water)EA$500.001$500.00
172531.503Concrete Curb & Gutter Design B618LF$30.0060$1,800.00
Part C- Sanitary Sewer
182506.602Adjust Existing Frame and Ring Casting (Sanitary)EA$850.005$4,250.00
Part D- Storm Sewer
192104.502Salvage CastingEA$250.003$750.00
202104.503Remove Concrete Curb & Gutter (Spot Replacement)LF$6.00390$2,340.00
212502.601Repair/Replace Pet Fence Irrigation SystemLS$1,000.001$1,000.00
222506.602Adjust Existing Frame and Ring Casting (Storm)EA$850.003$2,550.00
232531.503Concrete Curb & Gutter Design B618LF$30.00390$11,700.00
242573.501Stabilized Construction ExitEA$1,500.001$1,500.00
252573.502Storm Drain Inlet ProtectionEA$200.003$600.00
262574.507Common Topsoil BorrowCY$50.0022$1,100.00
272574.508Fertilizer Type 3LB$2.0010$20.00
282575.505SeedingAC$5,000.000.03$150.00
292575.508Seed Mixture 25-151LB$7.004$28.00
302575.508Hydraulic Bonded Fiber MatrixLB$4.0094$376.00
SCHEDULE 3 - NORTON AVENUE - CONSTRUCTION SUBTOTAL
$181,855.00
Part A - Streets
$117,831.00
Part B- Water
$37,660.00
Part C- Sanitary Sewer
$4,250.00
Part D- Storm Sewer
$22,114.00
Contingency (10%)
$18,185.50
Eng/Admin (5%)$9,092.75
SCHEDULE 3 - NORTON AVENUE - CONSTRUCTION TOTAL
$209,133.25
PROJECT SUBTOTALS
SCHEDULE 1 - LUCIA LANE - CHANNEL ROAD - 66TH AVENUE
$1,001,351.50
SCHEDULE 2 - BUCHANAN STREET
$141,665.67
SCHEDULE 3 - NORTON AVENUE
$181,855.00
CONSTRUCTION TOTAL
$1,324,872.17
CONTINGENCY
$68,253.08
ENGINEERING/ADMINISTRATION (5%)
$66,243.61
PROJECT TOAL
$1,459,368.85
Figure C - Funding Sources
2024 STREET REHABILITATION PROJECT
PROJECT NO. ST2024-01
CITY OF FRIDLEY, MN
11/20/2023
Funding Sources
Estimated
No.DescriptionConstruction Amount2023 Budgeted Amount
Special Assessments*$445,050.00$590,000.00
1
Water Fund$595,800.00$675,000.00
2
Sanitary Sewer Fund$19,600.00$50,000.00
3
Storm Water Fund$196,000.00$215,000.00
4
MSA Funding$202,950.00$170,000.00
5
GRAND TOTAL$1,459,400.00$1,700,000.00
*Note that Special Assessments amounts are calculated need for Estimated Amount based on the project estimate, and the
Budgeted Amount is calculated based upon the project scope and property information.
Special Assessment Breakdown
Assessments (Lucia Ln - Channel Rd - 66th Ave)
Low-Density Residential (LDR) - Unit
76x$3,600.00=$273,600.00
Non-LDR (Commercial) - Front-Footage250x$46.76=$11,700.00
TOTAL
$285,300.00
Assessments (Norton Avenue)
Low-Density Residential (LDR) - Unit42.75x$3,200.00=$136,800.00
TOTAL
$136,800.00
Assessments (Buchanan Street)
Low-Density Residential (LDR) - Unit17x$1,350.00=$22,950.00
TOTAL
$22,950.00
SPECIAL ASSESSMENT GRAND TOTAL
$445,050.00
Figure D – Project Schedule
The tentativeschedule for this project is as follows:
PRELIMINARY ACTIVITIES
Neighborhood Informational Meeting: September 2023
Virtual Project Presentation September 2023
Preliminary Assessment Hearing: December 18, 2023
DESIGN AND SUBMITTALS
Agency Submittals Complete:January 2023
Design Completed: January 2023
LETTING, AWARD, AND CONSTRUCTION
Resolution Advertising for Bids: February 2023
First Advertisement for Bids: February 2023
Bid Letting: February 2023
Contract Award: March 2023
Begin Construction (earliest):May 2024
Complete Construction (deadline):September 2024
FINAL ACTIVITIES
Final Assessment Hearing:October 2024
Certified Assessment Roll Complete: November 2024
Note: Subsequent activities may be influenced by changes in schedule of previous activities.
23
Figure E – Living Streets Worksheet
Project Narrative
1) Project Information:
2024-01: Lucia Ln (Mississippi St to East Service Rd Dr), Channel Rd (Mississippi St to northern
rd
terminus), Norton Avenue (western terminus to Central Avenue), Buchanan Street (53Avenue to
southern terminus)
2) Project Manager:
Brandon Brodhag
3) Is the project area, or streets it intersects, referenced in any of the following plans:
City’s Active Transportation Plan
Safe Routes to School Plan (Hayes, North Park, Stevenson, Fridley Middle)
Roadway Corridor Study (ex: East River Road corridor study, TH 47/65 corridor study)
Transit Overlay District
Fridley Park System Improvement Plan
Local Water Management Plan
Stormwater Retrofit Analysis
4) If so, how does the plan reference Living Street components within the project area or
streets it intersects?
rd
The Highland and Sullivan Lakes SRA proposed biofiltration basins at Buchanan Street and 53
rd
Avenue, north of the Buchanan Street and 53 Avenue intersection, and Buchanan Street and
nd
Lincoln Avenue, as well as a hydrodynamic device at Buchanan Street and 52 Avenue
Existing Conditions
5) Describe existing and projected modal volumes, if available:
Volumes Existing Projected (Year)
Average Daily TrafficN/A
Pedestrian Counts N/A
Bicycle Counts N/A
Truck Volumes N/A
Transit VolumesN/A
24
Speed Conditions N/A
6) Detail crash data, if available, and known conflict locations:
a. Do crashes tend to be between certain modes?
No
b. Are there known conflict points between specific modes?
No
7) Who are the users of the project area and through what mode do they travel?
The primary users of the project area are residential. Users travel mainly by car as well as
some walking and biking
Through traffic to the E Highway 65 Service Rd NE use Lucia Ln
There is an entrance to the Rice Creek West Regional Trail north of Lucia Ln from the E
Highway 65 Service Dr
8) How does the existing area accommodate different modes travelling north-south and/or
east-west? Are additional routes needed?
All pedestrian and bicyclist traffic is on local roads
9) Are there any problematic or dangerous pedestrian crossings in the area? How can those
crossings be addressed? If so, do they comply with the Local Road Research Board
Uncontrolled Pedestrian Crosswalk Reference Guide?
No
10) Describe any public transit facilities along the project area:
There is a bus stop at the corner of Norton Avenue and Central Avenue that does not have a
bench.
11) Describe any significant destinations along the routes or for which the project area is a
connector (schools, parks, libraries, Civic Campus, commercial corridors):
Lucia Ln, Channel Rd, and Norton Ave have poor park connectivity
25
12) Are there areas of identified speeding or other dangerous driving? How can these areas be
addressed?
Yes, temporary bump outs on Lucia Ln have been installed to narrow the roadway.
13) Describe any barriers to pedestrian/bicyclist movement in the project area. How can these
barriers be addressed?
Norton Ave and Channel Rd terminate at one end without a connection. Lucia Ln transitions to the
E Highway 65 Service Dr NE which has a connection to the Rice Creek West Regional Trail
14) Are there known water quality or quantity concerns in the project area or downstream of the
project area?
Lucia Ln and Channel Rd drain northward to Rice Creek which has impairments.
Norton Avenue drains to Norton Creek which has known flooding issues.
Buchanan Avenue drains to Highland Lake
15) How does the existing area manage stormwater? How can stormwater management be
improved?
There are a couple of small raingardens on Channel Rd. Stormwater management could be
improved by:
Adding raingardens in targeted locations
nd
Adding hydrodynamic separator at Buchanan St and 52 Avenue as recommended in the
Highland Lake SRA
Adding a hydrodynamic separator at Channel Rd as recommended by Anoka Conservation
District
Collecting Lucia Lane runoff within the public right-of-way
16) Describe the existing landscaping. Any opportunities for enhanced vegetation or water
conservation?
This project is in the 2024 Ash Tree Removal Zone; however, there are no ash trees located in this
area. The boulevard in front of Lucia Lane Apartments is rutted and could be improved.
17) Mark any Living Streets components exist in the project and on streets that it intersects?
_____ Trails, sidewalks, and on-street, striped bike lanes
_____ Median islands
_____ Accessible pedestrian signals
__X_ Curb extensions/bump outs
_____ Narrower travel lanes/road diets
26
_____ Speed limits and other traffic calming improvements
_____ Safe crossing facilities, including pavement markings
_____ Safe and effective lighting
_____ Diverse tree plantings
X Stormwater management
_____ Pollinator-friendly/water efficient landscaping
_____ Bike racks
_____ Benches
_____ Water fountains
_____ Waste receptacles
_____ Public art
_____ Other components as determined based on latest and best “Living Streets” standards
18) Are there any areas that are “under-lit”?
No
19) Describe any user needs/challenges along the project corridor that you have observed or
been informed of:
Lucia Ln is used as a through street to the E Highway 65 Service Dr NE
Proposed Conditions:
1) What public engagement has been done or is planned related to Living Streets
components?
Residents that were determined to be in an ideal location for rain gardens received a direct mailer
to learn about the curb-cut raingarden program.
2) What modes does the proposed facility accommodate?
No additional modes
3) How does the proposed facility accommodate different modes north-south and/or east-
west?
No additional modes
27
4) How does the proposed facility assist different modes in reaching significant
destinations?
No additional modes
5) Does the proposed landscaping enhance the urban forest or promote pollinator
habitat/water-efficient landscaping?
Currently, four rain garden locations are being evaluated which could provide enhanced
landscaping.
6) Does the proposed project improve any identified water quality or quantity concerns
within or downstream of the project area?
Staff is investigating the feasibility of installing rain gardens at four locations on Channel
Rd. Sumps at Channel Rd and Buchanan St could be evaluated.
7) Does the proposed project remediate any design challenges that prevent
pedestrian/bicyclist movement?
Modification of Lucia Ln could negatively impact pedestrian/bicyclist movement to the Rice
Creek West Regional Trail
8) Provide an alternative cross section that was considered, list trade-offs associated with
alternative cross-section:
9) If Living Streets components are not included, mark and explain which exception under
the Living Streets policy is the motivation to not include the components:
_____ The project involves a transportation system on which certain modes and users are
prohibited either by law or significant safety reasons.
_____ The street jurisdiction (Anoka County of the State of Minnesota for non-city streets) refuses
suggested plans.
_____ The cost of accommodation is excessively disproportionate to the need or probable use.
_____ The corridor has severe topographic, environmental, historic or natural resource
constraints.
_____ There is a well-documented absence of current and future need.
_____ Other exceptions are allowed when recommended by the Public Works, Building &
Community Standards, Parks and Recreation, and Police and Fire departments, and
approved by the City Council.
28
Figure F–Typical Roadway Sections
Lucia Lane
Channel Road
29
th
66Avenue
Norton Avenue
30
Buchanan Street
31