HomeMy WebLinkAbout2019 Budget Book Final
City of Brooklyn Center
Resident Economic Stability, Targeted Redevelopment, Enhanced Community Image,
Inclusive Community Engagement, Safe Secure Stable Community and Key Transportation
Investments
Resident Economic Stability
Targeted Redevelopment
Enhanced Community Image
Inclusive Community Engagement
Safe, Secure, and Stable Community
Key Transportation Investments
Personnel
o
o
o
o
o
o
o
Brooklyn Center Liquor
Centerbrook Golf Course
Earle Brown Heritage Center
Water Fund
SanitarySewer Fund
Storm Sewer Fund
*White Bear Lake does not operate a storm water utility
Street Lighting Fund
Recycling Fund
City of Brooklyn Center
City of Brooklyn Center
2019 Budget
Full Time Employees - By Fund, Function & Division (By Funding Source)
General Fund
General Government
Public Safety
Community Development
Public Works
Community Activities & Recreation Services
Subtotal
Special Revenue Funds
Subtotal
Enterprise Funds
Subtotal
Public Utilities & Internal Service Funds
Subtotal
Total Full Time Employee
s
City of Brooklyn Center
2019 Budget
Summary of Full Time Employee Positions by Function
3,384
44.0%
69
75.0%
78
47.6%
3,492
43.9%
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
City of Brooklyn Center
Community Engagement:
Staffing Level
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Public Utilities
StreetImprovements
ParkImprovements
Capital Maintenance Building Improvements
PublicUtilityFunds
SpecialAssessments
StreetReconstructionFund
MSAFund
Capital Projects Funds
PROJECT DESCRIPTIONS
2019-2033 Capital Improvement Program
City of Brooklyn Center
Table of Contents
Street and Utility Improvements .................................................................................................................... 14
Interstate Area Improvements - 2019 ........................................................................................................ 14
Bellvue Area Mill and Overlay - 2019 ...................................................................................................... 15
Southeast Area Mill and Overlay - 2019 ................................................................................................... 16
st
51 Avenue Improvements (at Brooklyn Boulevard) - 2018 ..................................................................... 17
Grandview Park Area Improvements - 2020 ............................................................................................. 18
th
Logan, Lilac and 59 Avenues Reconstruction - 2020 .............................................................................. 20
Ryan Lake Industrial Park Area Improvements - 2021 ............................................................................. 21
Northwest Area Mill and Overlay - 2021 .................................................................................................. 22
Lyndale Avenue Improvements - 2021 ..................................................................................................... 23
Woodbine Area Improvements - 2022 ....................................................................................................... 24
rd
53 Avenue Improvements (Penn Avenue to Lyndale Avenue) - 2023 .................................................... 25
th
50 Avenue Improvements (France Avenue to Drew Avenue) - 2023 ..................................................... 26
st
51 Avenue Improvements (West of France Avenue) - 2023 ................................................................... 27
th
Knox, James and 54 Avenues Area Improvements - 2023 ...................................................................... 28
Orchard Lane East Improvements - 2024 .................................................................................................. 29
Humboldt Avenue Improvements - 2024 .................................................................................................. 30
Orchard Lane West Area Improvements - 2025 ........................................................................................ 31
rd
53 Avenue and Xerxes Avenue Improvements - 2025 ............................................................................ 32
Meadowlark Gardens Area Improvements - 2026 ..................................................................................... 33
th
67 Avenue and James Avenue Mill and Overlay - 2026 ......................................................................... 34
th
68Avenue and Lee Avenue Mill and Overlay - 2026 ............................................................................. 35
John Martin Drive Mill and Overlay - 2026 .............................................................................................. 36
St. Alphonsus Area Mill and Overlay - 2026 ............................................................................................ 37
Earle Brown Drive Area Improvements - 2027 ......................................................................................... 38
th
66Avenue and Camden Avenue Mill and Overlay - 2027 ...................................................................... 39
rd
73 Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) - 2027 ....................................... 40
Garden City Central Area Mill and Overlay - 2028 .................................................................................. 41
Garden City North Area Mill and Overlay - 2029 ..................................................................................... 42
Garden City South Area Mill and Overlay - 2030 ..................................................................................... 43
Southwest Area Improvements - 2031 ....................................................................................................... 44
Happy Hollow Area Improvements - 2032 ................................................................................................ 45
Northport Area Improvements - 2033 ....................................................................................................... 46
10
Project Summaries Page|
2019-2033 Capital Improvement Program
Water Main and Sanitary Sewer Improvements ............................................................................................ 47
Lift Station No. 2 Rehabilitation and Mississippi River Trunk Sewer Lining- 2019 ............................. 47
Well Nos. 2 and 3 Rehabilitation - 2019 ................................................................................................ 47
Lift Station No. 8 Rehabilitation - 2020 ................................................................................................. 47
Water Tower No. 1 Painting - 2020 ....................................................................................................... 47
Well No. 5 Rehabilitation - 2020 ........................................................................................................... 47
Lift Station No. 9 Rehabilitation - 2021 ................................................................................................. 47
Lift Station No. 9 Force Main Replacement - 2021 ............................................................................... 47
Well No. 10 and High Service Pump (HSP) Rehabilitation (BW) - 2021 ............................................. 47
Freeway and Highway Utility Crossing Replacement - 2022 ................................................................ 48
Well No. 7 and Water Treatment Plant HSP No. 1 - 2022 ..................................................................... 48
Lift Station Nos. 3 and 4 Rehabilitation - 2023 ..................................................................................... 48
Well Nos. 4 and 9; Water Treatment Plant HSP No. 2 - 2023 ............................................................... 48
Well Nos. 6 and 8; Water Treatment Plant HSP No. 3 - 2024 ............................................................... 48
Well Nos. 2 and 3; Water Treatment Plant HSP No. 4 - 2025 ............................................................... 48
Water Meter Full System Replacement- 2025 ....................................................................................... 48
Lift Station Nos. 5 and 6 Rehabilitation - 2026 ..................................................................................... 48
Well No. 5 and Water Treatment Plant HSP (BW) - 2026 .................................................................... 48
Well No. 10 and Water Treatment Plant HSP No. 1 - 2027 ................................................................... 48
Well No. 7 and Water Treatment Plant HSP No. 2 - 2028 ..................................................................... 48
Lift Station Nos. 7 and 10 Rehabilitation - 2029 ................................................................................... 49
Well Nos. 4 and 9; Water Treatment Plant HSP No. 3 - 2029 ............................................................... 49
th
Sanitary Sewer Lining (Mississippi River Trunk North of I-694 to 70Avenue/Willow Lane) - 2030 49
Well Nos. 6 and 8; Water Treatment Plant HSP No. 4 - 2030 ............................................................... 49
Lift Station No. 1 Generator Replacement – 2031 ................................................................................. 49
Well Nos. 2 and 3; Water Treatment Plant HSP (BW) - 2031 ............................................................... 49
Well No. 5 and Water Treatment Plant HSP No. 1 - 2032 ..................................................................... 49
Well No. 10 and Water Treatment Plant HSP No. 2 - 2033 ................................................................... 49
Street Light and Traffic Signal Improvements .............................................................................................. 50
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021 ..................... 50
Traffic Signal System Rehabilitation (Shingle Creek Parkway/John Martin Drive) - 2021 .................. 50
Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2023.................... 50
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Brookdale Square) - 2025 ................... 50
th
Brooklyn Boulevard (65 to Brooklyn Park Border) Street Light Replacement - 2032 ........................ 50
th
Traffic Signal System Rehabilitation (65 Avenue/Dupont Avenue) - 2033 ........................................ 50
11
Project Summaries Page|
2019-2033Capital Improvement Program
th
Traffic Signal System Rehabilitation (66 Avenue/Camden Avenue) - 2033 ....................................... 50
Capital Maintenance Building Plan ............................................................................................................... 51
Yearly Capital Maintenance Building Plan Projects .............................................................................. 51
Storm Water Improvements ........................................................................................................................... 51
Storm Water Management Basins .......................................................................................................... 51
Storm Water Pond 26-004 - 2019........................................................................................................... 51
Storm Water Pond 26-006 - 2019........................................................................................................... 51
Storm Water Pond 35-003 - 2019........................................................................................................... 51
Storm Water Pond 35-004 - 2019........................................................................................................... 51
Storm Water Pond 40-001 - 2020........................................................................................................... 52
Storm Water Pond 12-001- 2022............................................................................................................ 52
Storm Water Pond 12-006 - 2022........................................................................................................... 52
Storm Water Pond 57-003 - 2022........................................................................................................... 52
Storm Water Pond 48-001 - 2023........................................................................................................... 52
Storm Water Pond 17-001 - 2025........................................................................................................... 52
Storm Water Pond 41-001 - 2026........................................................................................................... 52
Storm Water Pond 41-002 - 2026........................................................................................................... 52
Storm Water Pond 53-001 - 2026........................................................................................................... 52
Storm Water Pond 11-001 - 2029........................................................................................................... 53
Storm Water Pond 59-003 - 2029........................................................................................................... 53
Storm Water Pond 60-003 - 2029........................................................................................................... 53
Storm Water Pond 63-001 - 2029........................................................................................................... 53
Storm Water Pond 63-002 - 2029........................................................................................................... 53
Storm Water Pond 64-001 - 2029........................................................................................................... 53
Storm Water Pond 57-004 - 2030........................................................................................................... 53
Storm Water Pond 57-005 - 2030........................................................................................................... 53
Storm Water Pond 26-005 - 2031........................................................................................................... 54
Storm Water Pond 70-002 - 2031........................................................................................................... 54
Storm Water Pond 12-002 - 2032........................................................................................................... 54
Storm Water Pond 12-004 - 2032........................................................................................................... 54
Storm Water Pond 12-005 - 2032........................................................................................................... 54
Storm Water Pond 18-001 - 2032........................................................................................................... 54
Connections at Shingle Creek Phase 2 - 2019 ........................................................................................ 54
70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019 ................................................................ 54
61st Avenue and Perry Avenue Storm Sewer Improvement - 2021 ...................................................... 54
12
Project Summaries Page|
2019-2033Capital Improvement Program
65th Avenue Trunk Storm Sewer Rehabilitation - 2021 ........................................................................ 54
Park and Trail Improvements ......................................................................................................................... 55
Bridge Rehabilitation (4 Bridges) - 2019 ............................................................................................... 55
Park Playground Equipment Replacement – 2019 through 2021 .......................................................... 55
Brooklyn Boulevard City Entrance Signs Rehabilitation - 2020 ........................................................... 55
Miscellaneous Park Parking Lot Mill and Overlay - 2022 ..................................................................... 55
West River Road, Arboretum, Freeway, Palmer Lake and Northport Trails Reconstruction - 2022..... 55
Evergreen Park Scoreboard Improvements - 2023 ................................................................................. 55
Centennial Park Softball Field Improvements - 2024 ............................................................................ 56
Park Name Sign Replacement - 2025 ..................................................................................................... 56
Hockey Rink Rehabilitation/Replacements - 2026 ................................................................................ 56
Irrigation Systems Rehabilitation/Replacements - 2026 ........................................................................ 56
Softball/Baseball Fence Replacement - 2027 ......................................................................................... 56
th
69Avenue Trail Reconstruction – 2027 ............................................................................................... 56
th
69 Avenue Landscape Rehabilitation - 2027 ....................................................................................... 56
Park Trail and Parking Lot Lighting Improvements - 2028 ................................................................... 56
Park Bleacher Replacement - 2031 ........................................................................................................ 56
Park Bleacher Replacement - 2032 ........................................................................................................ 56
Evergreen Park Football/Soccer Field Improvements - 2033 ................................................................ 56
Miscellaneous Projects and Improvements .................................................................................................... 57
th
Brooklyn Boulevard Corridor Project (49 Avenue to Bass Lake Road) - 2019 ................................... 57
Miscellaneous Retaining Wall Replacements- 2020 ............................................................................. 57
Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021 .............. 57
thth
TH 252/66 Avenue Interchange and 70Avenue Pedestrian Overpass - 2021 ................................... 57
Emergency Responder Radio Replacement (Police/Fire/PW) - 2029 .................................................... 57
Retaining Wall Replacements (Miscellaneous Locations) - 2029 ......................................................... 58
Self Contained Breathing Apparatus (SCBA) Replacement (Fire) - 2033 ............................................. 58
13
Project Summaries Page|
2019-2033Capital Improvement Program
Street and Utility Improvements
Interstate Area Improvements -2019
th
The Interstate project area extends from Interstate 94 to 59Avenue and
from Dupont Avenue to Lyndale Avenue. The total project length is
17,343-feet. The neighborhood consists of approximately 237 residential
properties (R1).
Streets
The majority of the streets in the project area were originally constructed in
1968 and 1969. Existing streets are generally 30-feet wide with concrete
curb and gutter. The street pavement is showing signs of distress
throughout most of the neighborhood. Proposed street improvements
consist of the replacement of curb and gutter as necessary and placement of
bituminous street pavement.
Water main
The existing water main in the project area consists of 6-inch and 8-inch
diameter CIP installed in 1969. Colfax Avenue contains a 24-inch steel
water main installed in 1964. A majority of the existing water main is believed to have a cement based
internal liner. Water records indicate one main break has occurred within the neighborhood and three
properties have experienced frozen water service in past winters. In 2019, the water main system will be in
service for 50 to 55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by
replacement of adjacent sanitary sewer. The current project estimate assumes complete replacement of the
water main to facilitate the sanitary sewer replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1960. Approximately 95
percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be
performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary
sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes
and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
th
Avenue and then to the Mississippi River. The trunk storm
and conveyed to the storm trunk line on 59
th
sewer along 59Avenue and an in-line water quality treatment device was installed in 2009 as part of the
Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate assumes
complete reconstruction of the storm drainage system withinthe neighborhood due to the need to increased
capacity of local storm sewers and the expansion of the system to address minor local flooding issues.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 15 wood poles with 15 fiberglass poles with a cut-off type LED
light fixture and underground power.
14
Project Summaries Page|
2019-2033Capital Improvement Program
Bellvue Area Mill and Overlay -2019
The Bellvue project area extends
th
from Dupont Avenue to 4Street
rdth
and 53Avenue to 55Avenue.
th
The project area also includes 55
th
Avenue from James Avenue to 4
Street. The area contains a total of
10,858 linear feet of local streets.
The project area consists of
approximately 165 residential
properties, three multi-family
properties, two business properties
and one church property.
Streets
Dupont Avenue is designated as a MSA Route. The Bellvue area was last reconstructed in 1998. The streets
are generally 30-feet wide with concrete curb andgutter. The current cost estimate assumes street
improvements that consist of approximately 10 percent concrete replacement and a 2-inch mill and overlay.
Water main
Approximately 15 percent of the water main in the Bellvue area was replaced with DIP in1998 when the
neighborhood was reconstructed. The remaining water main in the area consists of 6-inch to 10-inch
diameter CIP and 16-inch steel water main installed between 1964 and 1982. Water records indicate seven
main breaks have occurred within the neighborhood and seven properties have experienced a frozen water
service in past winters. The current project cost estimate includes casting replacement only.
Sanitary Sewer
All sanitary sewer in the project area was replaced with 8-inch and 10-inch PVC when the neighborhood
was reconstructed in 1998. Approximately 5 percent of the sanitary sewer is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The current project cost estimate includes casting replacement only.
Storm Sewer
th
The storm sewer in the Bellvue project area flows to two trunk lines on 55Avenue and then east to the
Mississippi River. Approximately 75 percent of the storm sewer in this area was installed in 1998,
th
including one of the trunk lines on 55Avenue. This storm sewer consists of 12-inch to 54-inch diameter
th
pipe. The remaining storm sewer is a second trunk line that runs along 55 Avenue. This trunk line consists
of 30-inch to 42-inch RCP that was installed in 1952. The current project cost estimate includes casting
replacement only.
Street Lighting
The existing street light system is overhead power, with a combination of wood poles with cobra head light
fixtures and fiberglass poles with rectilinear fixtures. The current cost estimate includes no street light
replacement.
15
Project Summaries Page|
2019-2033Capital Improvement Program
Southeast Area Mill and Overlay -2019
The Southeast project area extends from
Interstate 94 to Irving Avenue between
thth
57Avenue and 55Avenue, and from
Dupont Avenue to Irving Avenue
thrd
between 55Avenue and 53 Avenue.
The area contains a total of 20,364 linear
feet of local streets. The project area
consists of approximately 401 single-
family residential properties and six
multi-family properties.
Streets
Dupont Avenue is designated as a MSA
Route. The Southeast area was last
reconstructed in 1999. Dupont Avenue is
33-feet wide and the remaining streets
are generally 30-feet wide with concrete curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 10 percent concrete replacement and a 2-inch mill and overlay.
Water main
Approximately two percent of the water main in the Southeast area was replaced with DIP in 1999 when
the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch and 8-inch
diameter CIP installed between 1964 and 1969. Water records indicate five main breaks have occurred
within the neighborhood and six properties have experienced frozen water services in past winters. The
current project cost estimate includes casting replacement only.
Sanitary Sewer
All of the sanitary sewer in the project area was replaced with 8-inch and 10-inch PVC when the
neighborhood was reconstructed in 1999. The current project cost estimate includes casting replacement
only.
Storm Sewer
th
The storm sewer in the Southeast project area flows to two trunk lines on 55Avenue and then east to the
Mississippi River. Approximately 93 percent of the storm sewer in this area was installed in 1999 when the
neighborhood was reconstructed. This storm sewer consist of 12-inch to 27-inch diameter pipe. The
remaining storm sewer throughout the project area consists of 12-inch and 18-inch RCP that was installed
between 1952 and 1979. The current project cost estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
16
Project Summaries Page|
2019-2033Capital Improvement Program
st
51Avenue Improvements (at Brooklyn Boulevard) -2018
The project area extends from the north property line of the New
Millennium Academy south and east to Xerxes Avenue. The total
project length is 1,450-feet. The neighborhood consists of three
residential properties (R1), two multi-family properties (R1) and
one commercial property.
Streets
st
Avenue east of Brooklyn Blvd is a designated MSA Route.
51
The streets in the project area were originally constructed in
st
1964. 51Avenue east of Brooklyn Boulevard is 30-feet wide
with no curb and gutter. The service road along Brooklyn
Boulevard is currently 25-feet wide with curb and gutter on the
west side of the road. The street pavement is deteriorated
throughout most of the project area. The overall pavement
st
condition rating is fair to poor. Proposed street improvements on 51Avenue east of Brooklyn Boulevard
consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage,
addition ofturn lanes and placement of bituminous street pavement. The service road west of Brooklyn
Boulevard will be removed and Lilac Drive will be extended from New Millennium Academy to the TH
100 south ramp. This project is planned to be coordinated with the Brooklyn Boulevard Corridor
th
Avenue and Brooklyn Boulevard.
Improvements between 49
Water main
The existing water main in the project area is 3-inch diameter CIP installed in 1964. The current project
estimate assumes complete replacement of the water main within the project area.
Sanitary Sewer
st
The sanitary sewer on 51Avenue consists of 8-inch diameter VCP installed in 1964. Sanitary sewer on
st
service road consists of 8-inchVCP rehabilitated with a CIPP liner in 2003. The sanitary sewer on 51
Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual
basis to maintain the system conveyance capacity. Complete replacement of the sanitary pipes and access
st
Avenue are proposed as part of the project
structures on 51
Storm Sewer
The project area consists of two storm structures that convey water to the east into Minneapolis. The
current cost estimate includes minor storm sewer repairs.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
17
Project Summaries Page|
2019-2033Capital Improvement Program
Grandview Park Area Improvements -2020
th
The Grandview Park project area extends Interstate 694 to 57 Avenue
and from Logan Avenue to Dupont Avenue. The total project length is
20,821-feet. The neighborhood consists of approximately 345 residential
properties (R1) and four multi-family properties (R6).
Streets
The majority of the streets in the project area were originally constructed
between 1964 and 1969. Existing streets are generally 30-feet wide with
no curb and gutter. The street pavement is deteriorated throughout most
of the neighborhood. The overall pavement condition rating is fair to
poor. Proposed street improvements consist of the reconstruction of the
street subgrade, installation of curb and gutter to improve drainage and
placement of bituminous street pavement.
Water main
The existing water main in the project area consists of 6-inch and 8-inch diameter CIP installed between
thth
1964 and 1969. A 16-inch steel water main runs along Emerson Avenue from 57Avenue to 59 Avenue.
A majority of the existing water main is believed to have a cement based internal liner. Water records
indicate two main breaks have occurred within the neighborhood and one property has experienced a frozen
water service in past winters. The current project estimate includes replacement of approximately 50 to 75
percent of the water main within the project area. The 16-inch steel water main along Emerson Avenue
potently could be replaced with C900 plastic water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1960 and 1963.
Approximately 68 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root
sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as fair to poor. The current project estimate
includes replacement of approximately 50 to 75 percent of the sanitary sewer system within the project
area.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
th
and conveyed to the trunk storm sewer line on 59Avenue and then to the Mississippi River. A portion of
the existing storm sewer system within the project area could be salvaged, although it is anticipated that
expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The
current project cost estimate includes replacement of 75 percent of the local drainage system within the
neighborhood.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 25 wood poles with 25 fiberglass poles with a cut-off type LED
light fixture and underground power.
18
Project Summaries Page|
2019-2033Capital Improvement Program
Humboldt Avenue (County Road 57) Reconstruction (53rd to 57thAvenues) -2020
rdth
The Humboldt Avenue project area extends from 53 Avenue to 57 Avenue.
The total project length is approximately 2,660 linear feet. The neighborhood
consists of approximately 56 residential properties.
Streets
This segment of roadway is a Hennepin County Roadway. Humboldt Avenue
was originally constructed between 1966 and 1969. Existing streets are
generally 36-feet wide with no curb and gutter. The street pavement is
deteriorated due to the age of the pavement and inadequate drainage. This
project is included in the City’s CIP due to a potential cost sharing agreement
for the street and drainage improvements and funding for water main,
sanitary sewer and street lighting improvements as described below.
Water main
The existing water main in the Humboldt Avenue project area consists of 6-
inch diameter CIP installed in 1966. A condition survey must be conducted
for the existing water system in the project area to determine the extent of
corrosion. The water main is in fair condition based on current maintenance
records. The current project cost estimate assumes replacing approximately
75 percent of the water main.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter VCP lateral sewers. These sewers were originally
installed in 1952. Approximately 51 percent of the sanitary sewer is subjected to frequent problems with
root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The current project cost estimate includes replacement of approximately 100 percent of the
sanitary sewer.
Storm Sewer
The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a
th
Avenue. This storm sewer was installed in 1952. The current project cost estimate
trunk line along 55
includes replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may
contribute to a portion of the storm drainage cost for the project.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
19
Project Summaries Page|
2019-2033Capital Improvement Program
th
Logan, Lilac and 59Avenues Reconstruction -2020
This project area includes Logan Avenue from
thth
57Avenue to Lilac Drive, 59Avenue from
Lilac Drive to Dupont Avenue and Lilac Drive
th
from Logan Avenue to 59Avenue. The total
project length is 3,761-feet. The neighborhood
consists of approximately 12 residential
properties, three church properties, one school
property, 14 multi-family properties (R3 to R5)
and two commercial zoned properties (C2).
Streets
The entire project area is designated as a MSA Route. The majority of the streets in the project area were
originally constructed in 1966. The existing roads are 30 to 35-feet wide. Logan Avenue and Lilac Drive
th
have concrete curb and gutter and 59 Avenue has no curb. The street pavement is deteriorated throughout
most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street
improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve
drainage and placement of bituminous street pavement.
Water main
The existing water main along Logan Avenue and Lilac Drive is 10-inch diameter CIP installed in 1965
th
Avenue installed in 1969. A majority of the existing water
and 16-inch diameter cast iron main along 59
main is believed to have a cement based internal liner. The corrosion rate within the project area has not
been thoroughly documented at this time. Utility records indicate there has been one water main break
along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various
fittings to determine the extent of water main replacement that is warranted. The current project estimate
includes replacement of water main along Logan Avenue and Lilac Drive only.
Sanitary Sewer
The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with
CIPP in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the
project.
Storm Sewer
th
A majority of the storm water runoff from the project area is collected in the existing trunk line along 59
Avenue. This line consists of 24-inch to 36-inch corrugated metal pipe. A second storm line runs south
th
along Logan Avenue to 57Avenue. This line consists of 21-inch to 42-inch RCP installed in 1988. The
th
current project cost estimate assumes replacement of the corrugated metal pipe alone 59Avenue as part of
the scheduled neighborhood improvements.
Street Lighting
The existing street light systemis overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
20
Project Summaries Page|
2019-2033Capital Improvement Program
Ryan Lake Industrial ParkArea Improvements -2021
th
The Ryan Lake project area includes 48Avenue and
th
Dusharme Drive from Drew Avenue to the dead end and 47
Avenue from Drew Avenue to the dead end. The total project
length is 1,288-feet. The neighborhood consists of
approximately 10industrial properties and three multi-family
properties (R5).
Streets
The majority of the streets in the project area were originally
th
constructed in 1958 and 1960. The western portion of 47
th
Avenue and Drew Avenue were reconstructed in 2002. The western portion of 48Avenue was
reconstructed in 2005. The remaining street sections are 30 to 45-feet wide with no curb and gutter. The
street pavement is deteriorated and in poor condition. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of
bituminous street pavement.
Water main
th
Avenue and Dusharme Drive consists of 10-inch diameter CIP installed in
The existing water main on 48
th
Avenue consists of 6-inch CIP installed in 1960. Water records indicate one
1958. The water main on 47
main break has occurred within the neighborhood. The current project estimate assumes complete
replacement of the water main in the project area. The cost estimate also includes the cost of jacking new
th
Avenue.
water main under the railroad tracks from Dusharme Drive to 49
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1960. The sanitary
th
sewer along 47Avenue and Dusharme Driveis subjected to frequent problems with root intrusion. Root
sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all
sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
All of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to Ryan Lake. The current project cost estimate assumes reconstruction of all the existing storm
sewer system. The cost estimate also includes installation of a small storm water management pond at the
th
intersection of 48 Avenue and Dusharme Drive within City owned property adjacent to Ryan Lake.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the two wood poles with two fiberglass poles with a cut-off type
LED light fixture and underground power.
21
Project Summaries Page|
2019-2033Capital Improvement Program
Northwest Area Mill and Overlay -2021
The Northwest project area extends from Toledo
st
Avenue east to Perry Avenue and from 71 Avenue
th
south to 69Avenue. The total project length is 6,819-
feet. The neighborhood consists of 124 residential
properties (R1) and two school owned properties.
Streets
The streets in the project area were reconstructed in
1994. The streets are 30-feet wide with concrete curb
and gutter. The current cost estimate assumes street
improvements that consist of minor concrete repairs
and a 2-inch mill and overlay.
Water main
When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was
replaced with 6-inch diameter DIP. The remaining water main consists of 6-inch diameter CIP installed in
1955. Water records indicate two main breaks have occurred on the CIP water main and one property has
experienced a frozen water service in past winters. The current project cost estimate includes lining the
existing CIP pipe.
Sanitary Sewer
When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced
with 8-inch and 10-inch diameter PVC. The remaining sanitary sewer consists of 8-inch VCP installed in
1956. The project cost estimate includes cured-in-place lining of the VCP sanitary sewer main.
Storm Sewer
The storm water runoff from the project area is collected in a storm water pond in the northwest corner of
the project area. The storm sewer consists of 15-inch to 42-inch diameter RCPinstalled in 1994. The
current project estimate includes minor storm sewer repairs.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the nine wood poles with nine fiberglass poles with a cut-off type
LED light fixture and underground power.
22
Project Summaries Page|
2019-2033Capital Improvement Program
Lyndale Avenue Improvements -2021
th
Avenue
The Lyndale Avenue project area extends from 57
ththth
to 55Avenue and includes the 56Avenue and 55
Avenue cul-de-sacs. The current project length is 1,905-feet.
The neighborhood consists of 11 residential properties (R2
and R4).
Streets
The streets in the project area were constructed in 1985. The
existing streets are 30-feet wide with concrete curb and
gutter. Proposed improvements include 20 percent curb
replacement and installation of new street pavement.
Water Main
The existing water main in the project area consists of 6-
inch diameter DIP installed in 1978 and 1985. The water
main is in good condition based on current maintenance
records. The current project cost estimate includes
replacement of miscellaneous valves and hydrants as
necessary.
Sanitary Sewer
The existing sanitary sewer consists of 24-inch diameter RCP installed in 1959. This sanitary sewer line is
the main trunk line that carries the sanitary flow from the eastern third of Brooklyn Center to a lift station
th
on LyndaleAvenue south of 55Avenue. The condition of the sanitary sewer in the neighborhood is rated
fair. The current project cost estimate includes replacement of sanitary services and replacement of sanitary
sewer castings. Cured-in-place lining of the trunk sanitary sewer may be necessary based on future
televising inspections.
Storm Sewer
A substantial portion of the southeast section of the City drains through the trunk storm sewer located along
th
Avenue. The existing trunk storm sewer line consists of 36-inch diameter RCP installed in 1952. The
55
remainder of the project area consists of 12-inch diameter to 18-inch diameter reinforced pipe installed in
1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and
isolated portions of lateral storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off
type LED light fixture and underground power.
23
Project Summaries Page|
2019-2033Capital Improvement Program
Woodbine Area Improvements -2022
The Woodbine project area extends from
Brooklyn Boulevard to France Avenue and
st
from the north City limits to 71Avenue.
The project area contains a total of 15,525
linear feet of local streets. The
neighborhood consists of approximately
248 residential properties.
Streets
Noble Avenue from Brooklyn Boulevard to
the north City limits is a designated MSA
Route. The Woodbine Neighborhood was
reconstructed in 1995. Noble Avenue is 40-feet wide with concrete curb and gutter. The remaining streets
are generally 30-feet wide with concrete curb and gutter. The project design process will include evaluating
geometric options at the intersection of Noble Avenue and Woodbine Lane to address possible pedestrian
safety issues. The current cost estimate assumes street improvements that consist of approximately 50
percent curb replacement, 10 percent sidewalk replacement and full depth pavement replacement.
Water main
The existing water main in the Woodbine area consists of 6-inch and 8-inch diameter CIP installed between
1957 and 1959. Records indicate there have been 11 water main breaks in the neighborhood between 1975
and 2013 and six properties have experienced frozen water service in past winters. The current project cost
estimate includes complete water main replacement.
Sanitary Sewer
Approximately 25 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1995. The remaining sanitary sewer consists of 8-inch diameter VCP
installed in 1958 and 1959. Approximately 57 percent of the sanitary sewer is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The current project cost estimate includes replacement of the existing VCP sanitary
sewer within the roadway and cured-in-place lining of the sanitary sewer along the June Avenue easement
stth
Avenue and 70 Avenue.
between 71
Storm Sewer
The storm sewer on Noble Avenue consists of 12-inch and 15-inch diameter RCP that drains to Shingle
Creek. This storm sewer was installed in 1970. The remainder of the project area consists of 15-inch to 33-
inch diameter RCP installed when the neighborhood was reconstructed in 1995. This storm sewer generally
drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The
current project cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the 20 woodpoles with 20 fiberglass poles with a cut-off type
LED light fixture and underground power.
24
Project Summaries Page|
2019-2033Capital Improvement Program
rd
53Avenue Improvements (Penn Avenue to Lyndale Avenue) -2023
rdrd
The 53Avenue project area extends on 53Avenue from Penn Avenue to Lyndale Avenue. The project
area includes a total of 6,323-feet of local streets. The neighborhood consists of approximately 27
residential properties, one multi-family property and two business properties.
Streets
rdrd
Avenue is designated as a MSA Route. 53Avenue is also the border between Brooklyn Center and
53
rd
Avenue is maintained by Brooklyn Center and the south portion is
Minneapolis. The north portion of 53
maintained by Minneapolis. The existing streets in the project area are 36-feet wide with concrete curb and
gutter, constructed in 1985. Proposed street improvements consist of the reconstruction of the street
subgrade, installation new of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water Main
rd
Avenue is 6-inch diameter CIP installed between 1965 and 1969. The
The existing water main on 53
corrosion rate within the project area has not been thoroughly documented at this time. Water records
indicate there have been no main breaks within the project area. The current project estimate includes
rd
Avenue. The project cost estimate also includes an emergency
complete water main replacement on 53
connection with Minneapolis if formal inter-communication arrangements can be established for this
connection. Brooklyn Centerstaff will need to contact Minneapolis Water Utilities to discuss this potential
emergency connection.
Sanitary Sewer
rd
The sanitary sewer on 53Avenue consists of 8-inch and 9-inch diameter VCP installed between 1952 and
1959.Approximately 52 percent of the sanitary sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The
condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost
estimate includes complete sanitary sewer replacement.
Storm Sewer
th
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55
rd
Avenue and is conveyed to the Mississippi River. The storm sewer on 53Avenue consists of 12-inch
diameter to 15-inch diameter RCP installed between 1952 and 1979. The current project cost estimate
includes replacement of 75 percent of the storm sewer laterals and structures.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a cut-off type LED
light fixture and underground power.
25
Project Summaries Page|
2019-2033Capital Improvement Program
th
50Avenue Improvements (France Avenue to Drew Avenue) -2023
thth
Avenue project area extends on 50Avenue from
The 50
France Avenue to Drew Avenue. The total project length is
665-feet. The neighborhood consists of approximately four
residential properties (R4), five industrial properties (I2) and
one commercial property (C1).
Streets
th
Avenue was reconstructed in 1988. The
This section of 50
existing street is 36-feet wide with concrete curb and gutter.
After the year 2023 the pavement will have exceeded the
expected service cycle. Proposed street improvements consist
of reconstruction of the bituminous street pavement and replacement of the concrete curb and gutter as
necessary.
Water Main
th
The existing water main in the 50Avenue project area consists of 8-inch and 10-inch diameter CIP
installed in 1958 and 1966. The corrosion rate within the project area has not been thoroughly documented
at this time. Water records indicate that one main break has occurred within the project area and one
property has experienced a frozen water service in past winters. The current cost estimate includes
complete replacement of the water main.
Sanitary Sewer
th
The sanitary sewer in the 50Avenue project area is owned and maintained by the Metropolitan Council
and consists of 30-inch diameter reinforced RCP installed in 1955. The current project estimate includes
the replacement of sanitary sewer castings and services.
Storm Sewer
th
Avenue project area is collected in the existingstorm sewer system
The storm sewer runoff from the 50
and is conveyed to storm drainage ditches along Highway 100. The existing storm sewer in the project area
consists of 15-inch to 24-inch diameter RCP installed in 1988. The current project cost estimate includes
replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
26
Project Summaries Page|
2019-2033Capital Improvement Program
st
51Avenue Improvements (West of France Avenue) -2023
st
The 51Avenue project area extends from 185-feet south
of Oak Street on Twin Lake Boulevard to France Avenue.
The total project length is 1,171-feet. The neighborhood
consists of approximately 25 residential properties.
Streets
st
Avenue project area wasoriginally constructed in
The 51
1990. The existing street is 30-feet wide with concrete
curb and gutter. After the year 2023 the pavement will
have exceeded the expected service cycle. Proposed street
improvements consist of reconstruction of the bituminous
street pavement and replacement of the concrete curb and
gutter as necessary.
Water Main
st
The existing water main in the 51Avenue project area consists of 8-inch diameter DIP installed in 1990.
The water main is in good condition based on current maintenance records. The project cost estimate
includes casting replacement only.
Sanitary Sewer
st
Avenue project area consists of 8-inch diameter PVC pipe installed in 1990.
The sanitary sewer in the 51
The condition of the sanitary sewer system within the neighborhood is rated as good. The current project
estimate includes the replacement of sanitary sewer castings only.
Storm Sewer
st
The storm sewer runoff from the 51Avenue project area is collected in the existing storm sewer system
st
and conveyed to the storm water pond west of 51Avenue. The existing storm sewer in the project area
consists of 15-inch to 21-inch diameter RCP installed in 1990. The current project cost estimate includes
replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type
LED light fixture and underground power.
27
Project Summaries Page|
2019-2033Capital Improvement Program
th
Knox, James and 54Avenues Area Improvements -2023
th
The Knox, James and 54Avenues project area includes James
thrd
Avenue and Knox Avenue between 55Avenue and 53 Avenue,
th
and 54Avenue between Logan Avenue and Irving Avenue. The
project area includes a total of 3,487-feet of local streets. The
neighborhood consists of approximately 78 residential and one
multi-family property.
Streets
The existing streets in the project area are 30-feet wide with
concrete curb and gutter constructed in 1994. Proposed street
improvements consist of new street pavement and replacement of
isolated sections of concrete curb and gutter as necessary.
Water Main
The existing water main in the project area consists of 6-inch
diameter DIP installed in 1994. The current project estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 10-inch diameter PVC installed in 1994. The condition of
the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate
includes the replacement on sanitary sewer castings only.
Storm Sewer
th
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55
Avenue and is conveyed to the Mississippi River. The storm sewer consists of 12-inch diameter to 18-inch
diameter RCP installed in 1994. The current project cost estimate includes replacement of storm sewer
castings.
Street Lighting
The existing street light system is overhead power, with a combination of wood poles with cobra head light
fixtures and fiberglass poles with rectilinear fixtures. The current cost estimate includes no street light
replacement.
28
Project Summaries Page|
2019-2033Capital Improvement Program
Orchard Lane East Improvements -2024
The Orchard Lane East project area extends
from Perry Avenue to Brooklyn Boulevard and
rd
Interstate 94 to 63Avenue. The project area
contains a total of 21,560 linear feet of local
streets. The neighborhood consists of
approximately 358 residential properties, two
multi-family properties and one commercial
property.
Streets
The Orchard Lane East area was reconstructed
in 1996. The streets are generally 30-feet wide
with concrete curb and gutter. The current cost
estimate assumes street improvements that
consist of approximately 50 percent curb
replacement, 10 percent sidewalkreplacement
and full depth pavement replacement.
Water main
Approximately 25 percent of the water main in the Orchard Lane East area was replaced with DIP in 1996
when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch, 8-inch
and 12-inch diameter CIP installed between 1955 and 1973. Records indicate there have been nine water
main breaks in the neighborhood and one property has experienced a frozen water service in past winters.
The current project cost estimate includes replacement of existing CIP water main.
Sanitary Sewer
Approximately 50 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch and 12-inch
diameter VCP installed between 1956 and 1966. The current project cost estimate includes replacement of
the existing VCP sanitary sewer.
Storm Sewer
The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds
at Orchard Park and Cahlander Park. The storm sewer consists of 12-inch to 42-inch diameter pipe. The
south and east streets in the project area drains to Shingle Creek. This storm sewer consists of 12-inch to
th
60-inch diameter pipe. The trunk storm sewer on 65Avenue and Orchard Avenue was installed in 1956.
The remainder of the storm sewer was installed when the neighborhood was reconstructed in 1996. The
current project cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the 24 wood poles with 24 fiberglass poles with a cut-off type
LED light fixture and underground power.
29
Project Summaries Page|
2019-2033Capital Improvement Program
Humboldt Avenue Improvements -2024
th
Avenue to the
The Humboldt Avenue project area extends from 69
north City limits. The project area contains a total of 2,618 linear feet of
local streets. The neighborhood consists of approximately 38 residential
properties (R1), three R5 properties and two commercial (C2)
properties.
Streets
This segment of roadway is designated as a MSA Route. This section of
Humboldt Avenue was reconstructed in 1995. The existing street is
generally 30-feet wide with concrete curb and gutter. The street
pavement exhibits a moderate rate of deterioration due to higher
volumes of traffic. The current cost estimate assumes street
improvements that consist of approximately 25 percent curb
replacement, 10 percent sidewalk replacement and full depth pavement
replacement.
Water main
The existing water main in the Humboldt Avenue project area consists
of 8-inch diameter CIP installed in 1965 and 1967. Based on current
maintenance records there is no history of water main breaks in this area. The current project cost estimate
includes replacement of 25 percent of the water main and replacement of all hydrants and valves.
Sanitary Sewer
When the Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was
replaced with 10-inch diameter PVC. Theremaining sanitary sewer in the area consists of 8-inch diameter
VCP installed between 1965 and 1967. The current project cost estimate includes replacement of the
existing VCP sanitary sewer.
Storm Sewer
The existing storm sewer in the Humboldt Avenue project area consists of 15-inch to 36-inch diameter
RCP that drains to the Mississippi River. The storm sewer was installed between 1955 and 1961 and in
1995. When the project area was reconstructed in 1995, the existing storm sewer was left in place and
additional storm sewer was added to the existing system. The current project cost estimate includes
replacing structure castings and isolated pipe laterals as necessary within the project area.
Street Lighting
The current cost estimate includes replacing the five wood poles with five fiberglass poles with a cut-off
type LED light fixture and underground power.
30
Project Summaries Page|
2019-2033Capital Improvement Program
Orchard Lane West Area Improvements -2025
The Orchard Lane West Area project extends from Unity
st
Avenue to Perry Avenue and Interstate 94 to 61Avenue. The
project area contains a total of 25,702 linear feet of local
streets. The neighborhood consists of approximately 509
residential properties, one church property and one school
property.
Streets
The Orchard Lane West Area was reconstructed in 1997. The
streets are generally 30-feet wide with concrete curb and gutter.
The current cost estimate assumes street improvements that
consist of approximately 50 percent curb replacement, 20
percent sidewalkreplacement, 50 percent driveway apron
replacement and full depth pavement replacement.
Water main
Approximately 99 percent of the water main in the Orchard
Lane West Area was replaced with DIP in 1997 when the
neighborhood was reconstructed. The remaining water main in
the area consists of 6-inch DIP installed in 1987. Records
indicate there have been no water main breaks in the
neighborhood since the area was reconstructed and one property in the area has experienced a frozen water
service in past winters. The current project cost estimate includes replacement of miscellaneous valves and
hydrants as necessary.
Sanitary Sewer
Approximately 55 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructedin 1997. The remaining sanitary sewer consists of 8-inch diameter and 10-
inch diameter VCP installed between 1955 and 1958. Approximately 11 percent of the sanitary sewer is
subjected to frequent problems with root intrusion. Root sawing must be performedon an annual basis to
maintain the system conveyance capacity. The current project cost estimate includes replacement of the
existing VCP sanitary sewer.
Storm Sewer
rd
The storm sewer north of 63Avenue in the Orchard Lane West Area drains to the storm water ponds at
Orchard Park and Cahlander Park. This storm sewer consists of 12-inch to 36-inch diameter pipe. The
rdrd
streets south of 63Avenue drain to the storm water pond at 63Avenue and Perry Avenue. This storm
sewer consists of 12-inch to 36-inch diameter pipe. A 27-inch RCP storm line installed in 1958 remains on
Woodbine Lane and a 15-inch RCP storm line installed in 1965 remains on Scott Avenue. The current
project cost estimate includes replacement of the storm sewer installed in 1958 and 1965 and replacement
of storm laterals as needed for utility replacement.
Street Lighting
The current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with a cut-off type
LED light fixture and underground power.
31
Project Summaries Page|
2019-2033Capital Improvement Program
rd
53Avenue and Xerxes Avenue Improvements -2025
rd
Avenue extends from Xerxes Avenue to Upton
53
st
Avenue and Xerxes Avenue extends from 51 Avenue
rd
to 53Avenue. The project area contains a total of
2,028 linear feet of local streets. The neighborhood
consists of 22 residential properties and one multi-
family (R5) property.
Streets
This project area was most recently reconstructed in
rd
1996 by the City of Minneapolis. 53Avenue and
Xerxes Avenue is the border between Brooklyn Center
rd
and Minneapolis. The north portion of 53Avenue and
the west portion of Xerxes Avenue are maintained by
Brooklyn Center. Existing streets are generally 30-feet wide with concrete curb and gutter. The current cost
estimate assumes street improvements that consist of approximately 20 percent curb replacement, 25
percent driveway apron replacement and full depth pavement replacement.
Water main
rd
Avenue consists of 6-inch diameter CIP installed in 1973. Records indicate
The existing water main on 53
that there have been no water main breaks in the area. The water main is ingood condition based on current
maintenance records. The water main on Xerxes Avenue is owned and maintained by the City of
Minneapolis. The current project cost estimate includes no water main replacement.
Sanitary Sewer
rd
There is no sanitary sewer on 53Avenue. The existing sanitary sewer on Xerxes Avenue is owned and
maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer
replacement.
Storm Sewer
The storm sewer in the project area consists of 10-inch PVC pipe that flows to storm water ponds located
rd
Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was
south of 53
last reconstructed. The current project cost estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the eight woodpoles with eight fiberglass poles with a cut-off
type LED light fixture and underground power.
32
Project Summaries Page|
2019-2033Capital Improvement Program
Meadowlark Gardens Area Improvements -2026
The Meadowlark Gardens project area extends on Logan Avenue
rdth
from 53Avenue to 57Avenue, on Knox and James Avenues
thththth
from 55Avenue to 57Avenue and on 55Avenue and 56
Avenue from Morgan Avenue to Irving Avenue. The project area
th
also includes 57Avenue from Humboldt Avenue to the Interstate
94 bridge. The project area contains a total of 10,150 linear feet of
local streets. The neighborhood consists of approximately 162
residential properties, two multi-family properties and two
commercial properties.
Streets
th
Logan Avenue and 57Avenue are designated as MSA Routes.
The Meadowlark Gardensproject area was last reconstructed in
th
1996. 57Avenue is 30-feet wide, Logan Avenue is 32-feet wide
and the remaining streets are 30-feet wide. All streets in the
project have concrete curb and gutter. The current cost estimate
assumes street improvements that consist of approximately 20
percent curb replacement, 20 percent sidewalk replacement, 25
percent driveway apron replacement and full depth pavement
replacement.
Water main
Approximately 80 percent of the water main in the Meadowlark Garden areawas replaced with DIP in
1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 10-inch
CIP installed in 1969 and 16-inch steel pipe installed in 1964. Water records indicate one main break has
occurred on the CIP water main. The current project cost estimate includes replacement of the CIP and
steel water mains.
Sanitary Sewer
Approximately 94 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch diameter VCP
installed in 1959. The current project cost estimate includes replacement of the existing VCP sanitary
sewer.
Storm Sewer
Approximately 92 percent of the storm sewer in the project area was replaced in 1996 when the
th
Avenue
neighborhood was reconstructed. The remaining pipe consists of 24-inch to 42-inch pipe on 55
th
Avenue
installed in 1952. The storm sewer on James Avenue and to the west drains to the trunk line on 55
and then to the Mississippi River. This storm sewer consists of 15-inch to 44-inch diameter pipe. The storm
thth
Avenue drains to the trunk line on 59Avenue and then to the Mississippi River. This storm
sewer on 57
sewer consists of 15-inch to 42-inch diameter pipe. The current cost estimate includes replacing the
existing pipe installed in 1952 and replacement of storm laterals as needed for water main and sanitary
sewer replacement.
Street Lighting
The current cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with a cut-off type
LED light fixture and underground power.
33
Project Summaries Page|
2019-2033Capital Improvement Program
th
67Avenue and James Avenue Mill and Overlay -2026
th
The project area includes 67Avenue from Shingle Creek
Parkway to the east cul-de-sac and James Avenue from
th
Freeway Boulevard to 67Avenue. The project area contains
a total of 2,063 linear feet of local streets. The project area
consists of 11 industrial properties.
Streets
th
Avenue and James Avenue area was reconstructed in
The 67
1998. The streets are generally 44-feet wide with concrete
curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent
concrete replacement and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 8-inch
diameter CIP installed in 1970. Records indicate that there
have been no water main breaks in the area. The current
project estimate includes casting replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8-inch PVC installed in 1970. The current project
estimate includes casting replacement only.
Storm Sewer
th
The storm sewer in the project area drains to the trunk line on 65Avenue and then east to the Mississippi
River. This storm sewer consists of 15-inch to 36-inch diameter RCP installed in 1970 and 1974. The
current project estimate includes casting replacement only.
StreetLighting
The current cost estimate includes replacing the two wood poles with two fiberglass poles with a cut-off
type LED light fixture and underground power.
34
Project Summaries Page|
2019-2033Capital Improvement Program
th
68Avenue and Lee Avenue Mill and Overlay -2026
th
The project area includes 68Avenue from Lee Avenue to
thth
Brooklyn Boulevard and Lee Avenue from 68Avenue to 69
Avenue. The project area contains a total of 1,668 linear feet of
local streets. The project area consists of nine commercial
properties.
Streets
th
Avenue and James Avenue area was reconstructed in
The 67
1998. The streets are generally 45-feet wide with concrete curb
and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent concrete
replacement and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 8-inch diameter CIP installed in 1966 and 1968.
Records indicate that there have been no water main breaks in the area. The current project estimate
includes casting replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8-inch PVC installed in 1970. Approximately 25
percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be
performed on an annual basis to maintain thesystem conveyance capacity. The current project estimate
includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer
consists of 12-inch to 24-inch diameter RCP installed in 1966 and 1968. The current project estimate
includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off
type LED light fixture and underground power.
35
Project Summaries Page|
2019-2033Capital Improvement Program
John Martin Drive Mill and Overlay -2026
The John Martin Drive project area extends from Shingle
Creek Parkway to 450-feet south of Earle Brown Drive. The
project area contains a total of 1,381 linear feet of local
streets. The neighborhood consists of approximately nine
commercial properties.
Streets
John Martin Drive is designated as a MSA Route. The
project area was reconstructed in 1998. The streets are
generally 50-feet wide with concrete curb and gutter. The
current cost estimate assumes street improvements that
consist of approximately 20 percent concrete replacement
and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 8-inch diameter CIP installed in 1969. Records
indicate that there have been no water main breaks in the area. The current project estimate includes casting
replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1969. There is
no history of root intrusion in the project area. The current project estimate includes casting replacement
only.
Storm Sewer
The storm sewer on John Martin Drive drains to Shingle Creek. This storm sewer consists of 12-inch to 48-
inch diameter RCP installed in 1969. The current project estimate includes casting replacement only.
Street Lighting
The existing street light system is underground power, with aluminum and a decorative light fixture. The
current cost estimate includes no street light replacement.
36
Project Summaries Page|
2019-2033Capital Improvement Program
St. Alphonsus Area Mill and Overlay -2026
The St. Alphonsus project area extends from Brooklyn
thst
Boulevard to Grimes Avenue and 69Avenue to 71Avenue.
The area contains a total of 4,580 linear feet of local streets.
The project area consists of approximately 31 residential
properties, three commercial properties, one church property
and one multi-family property.
Streets
The St. Alphonsus area was last reconstructed in 1998. Halifax
th
Avenue is 30 to 35-feet wide, 70Avenue is 35 to 42-feet
wide and the remaining streets are 30-feet wide. All streets in
the area have concrete curb andgutter. The current cost estimate assumes street improvements that consist
of approximately 20 percent concrete replacement and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 6-inch CIP installed between 1959 and 1961 and 6-
inch DIP installed in 1978. Based on current maintenance records there have been two water main breaks in
this area and four properties have experienced frozen water service in past winters. The current project
estimate includes casting replacement only.
Sanitary Sewer
Approximately 83 percent of the sanitary sewer in the project area was replaced with 8-inch PVC when the
neighborhood was reconstructed in 1998. The remaining pipe consists of 8-inch diameter VCP installed in
1958 and 1959.There is no history of root intrusion in the project area. The current project estimate
includes casting replacement only.
Storm Sewer
The storm sewer in the project area flows east to Palmer Lake. Approximately 25 percent of the storm
sewer in this area was installed in 1998 or later. This storm sewer consists of 15-inch diameter high-density
polyethylene plastic pipe and 18-inch to 42-inch diameter RCP. The remaining storm sewer consists of 15-
inch to 42-inch diameter RCP installed in 1957 and 1984. The current project estimate includes casting
replacement only.
Street Lighting
The current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a cut-
off type LED light fixture and underground power.
37
Project Summaries Page|
2019-2033Capital Improvement Program
Earle Brown Drive Area Improvements -2027
The Earle Brown Drive project extends from
John Martin Drive in the southwest to the
northeast corner of the Earle Brown Heritage
Center. It contains a total of 3,075 linear feet
of local streets. The project area consists of 11
commercial properties.
Streets
Earle Brown Drive is designated as a MSA
Route between John Martin Drive and Summit
Drive. This project area was reconstructed in
1999. The road is generally 50-feet wide with
concrete curb and gutter. The current cost
estimate assumes street improvements that
consist of approximately 20 percent curb
replacement, 30 percent sidewalk replacement,
25 percent driveway apron replacement and
full depth pavement replacement.
Water main
The water main in the project area consists of
8-inch and 12-inch diameter CIP installed in
1971 and 1974. Water records indicate one main break has occurred within the area. The current project
cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1971 and 1974. There is
no history of root intrusion in this area. The current project cost estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains north and west to local storm water ponds. This storm sewer
consists of 12-inch to 30-inch diameter RCP installed in 1971 and 1974. Additional 15-inch diameter high-
density polyethylene plastic pipe was added to the project area when the road was reconstructed in 1999.
The current project estimate includes casting replacement only.
Street Lighting
The existing street light system contains underground power with aluminum poles and decorative light
fixtures. The current cost estimate includes no street light replacement.
38
Project Summaries Page|
2019-2033Capital Improvement Program
th
66Avenue and Camden Avenue Mill and Overlay -2027
th
The 66Avenue and Camden Avenue project
th
includes Camden Avenue from 66Avenue to the
th
south cul-de-sac and 66Avenue from 360-feet
east of Bryant Avenue to TH 252. It contains a
total of 1,960 linear feet of local streets. The
project area consists of four multi-family
properties and seven commercial properties.
Streets
th
66Avenue is designated as a MSA Route. This
project area was reconstructed in 1999. The roads
in the project area range from 40-feet wide to 70-
feet with concrete curb and gutter. The current
cost estimate assumes street improvements that
consist of approximately 20 percent concrete
replacement, a 2-inch mill and overlay and a new
th
Avenue and Camden Avenue.
traffic signal at 66
Water main
The water main in the project area consists of 6-inch diameter CIP installed in 1968. Water records indicate
four main breaks have occurred within the area. The current project cost estimate includes casting
replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter PVC and VCP installed in 1968. There is
no history of root intrusion in this area. The current project cost estimate includes casting replacement only.
Storm Sewer
th
Avenue and then east to the Mississippi
The storm sewer in the project area drains to the trunk line on 65
River. This storm sewer consists of 12-inch to 72-inch diameter RCP installed in 1968 and 1999. The
current project estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
39
Project Summaries Page|
2019-2033Capital Improvement Program
rd
73Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) -2027
rd
The 73Avenue project extends from Humboldt Avenue to approximately 275-feet east of Camden
Avenue. It contains a total of 2,994 linear feet of local streets. The project area consists of 25 single-family
properties and one church property.
Streets
rdrd
Avenue is designated as a MSA Route. 73Avenue is also the border between Brooklyn Center and
73
rd
Avenue is maintained by Brooklyn Center and the north portion is
Brooklyn Park. The south portion of 73
maintained by Brooklyn Park. This project areawas reconstructed in 2000. The road is generally 33-feet
wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of
approximately 20 percent concrete replacement and a 2-inch mill and overlay.
Water main
All of the water main in the project area was replaced with DIP in 2000 when the neighborhood was
reconstructed. The current project cost estimate includes casting replacement only.
Sanitary Sewer
Approximately four percent of the sanitary sewer in the project area was replaced with PVC in 2000 when
the area was reconstructed. The remaining sanitary sewer in the area consists of 8-inch diameter VCP
installed in 1961 and 1969. There is no history of root intrusion in this area. The current project cost
estimate includes casting replacement only.
Storm Sewer
th
The storm sewer in the project area drains south to a trunk line on 70Avenue and then east to the
Mississippi River. This storm sewer consists of 12-inch to 21-inch diameter RCP installed in 1969 and
2000.The current project estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
40
Project Summaries Page|
2019-2033Capital Improvement Program
Garden City Central Area Mill and Overlay -2028
The south portion of the Garden City Central project area
st
extends from Brooklyn Boulevard to Brooklyn Drive from 61
rd
Avenue to 63Avenue, and the north portion extends from
rdth
Xerxes Avenue to Brooklyn Drive from 63Avenue to 66
Avenue. The project area contains a total of 19,230 linear feet
of local streets. The neighborhood consists of approximately
361 residential properties, one church property, three multi-
family properties (R4 and R5) and three commercial properties.
Streets
rd
63Avenue from Brooklyn Boulevard to Xerxes Avenue is
designated as a MSA Route. The Garden City Central project
rd
area was last reconstructed in 2000. 63Avenue ranges from 38 to 48-feet wide and the remaining streets
are 30-feet wide. All streets in the project have concrete curb and gutter. The current cost estimate assumes
street improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and
overlay.
Water main
Approximately 81 percent of the water main in the Garden City Central area was replaced with DIP in 2000
when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch and 16-
inch DIP installed in 1980, 1981, 1983 and 1993. Records indicate there has been one water main breakin
the neighborhood and four properties in the area have experienced frozen water services in past winters.
The current project estimate includes casting replacement only.
Sanitary Sewer
Approximately 72 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 2000. The remaining sanitary sewer consists of 8-inch diameter VCP
installed in 1958, 8-inch diameter PVC installed in 1980, 15-inch diameter RCP installed in 1956 and 24-
inch diameter pipe corrugated metal pipe lined with CIPP in 1995. There is no history of root intrusion in
the project area. The current project estimate includes cured-in-place lining of the RCP and VCP sanitary
sewer mains installed in the 1950s and casting replacement.
Storm Sewer
Approximately 83 percent of the storm sewer in the project area was installed in 2000 when the
neighborhood was reconstructed. The remaining pipe consists of 15-inch, 36-inch and 72-inch pipe
thth
installed in the backyards between 64Avenue and 65Avenue in 1956. The storm sewer in this
neighborhood drains to Shingle Creek. The current cost estimate includes replacing storm structure castings
and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2000. The current cost estimate includes replacement of two street lights
that have not been replaced and upgrade all to LED luminaires.
41
Project Summaries Page|
2019-2033Capital Improvement Program
Garden City North Area Mill and Overlay -2029
The east portion of the Garden City Central project area
extends from Brooklyn Boulevard to Xerxes Avenue from
rd
Interstate 94 to 63Avenue, and the west portion includes
Halifax Drive, Grimes Avenue and France Avenue north of
63rd Avenue. The project area contains a total of 18,390 linear
feet of local streets. The neighborhood consists of
approximately 290 residential properties, one school property,
10 multi-family properties (R5) and four commercial
properties.
Streets
The Garden City Central project area was last reconstructed in 2001. The streets within the project area
consist of 30-foot wide roads with concrete curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay
in areas with no proposed utility replacement (81 percent of the project area). In utility replacement areas,
the cost estimate assumes 50 percent curb replacement, 20 percent sidewalk replacement and full depth
pavement replacement.
Water main
Approximately 85 percent of the water main in the Garden City North area was replaced with DIP in 2001
when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch and 8-
inch CIP installed in 1956, 1959, 1962 and 1974. Records indicate there have been two water main breaks
in the neighborhood on the older water main and one property in the area has experienced a frozen water
service in past winters. The current project estimate includes replacing old water main in the areas west of
th
Brooklyn Boulevard and at 65Avenue and Xerxes Avenue. In the remainder of the project area the cost
estimate assumes casting replacement only.
Sanitary Sewer
Approximately 68 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 2001. The remaining sanitary sewer consists of 8-inch diameter VCP
installed in 1958, 15-inch diameter RCP installed in 1956and 24-inch corrugated metal pipe lined with
CIPP in 1995. Root sawing must be performed on all of the VCP in the area an annual basis to maintain the
system conveyance capacity. The current project estimate includes replacement of the existing VCP and
RCP sanitary sewer from the 1950s and casting replacement in the remaining areas.
Storm Sewer
Approximately 78 percent of the storm sewer in the project area was installed in 2001 when the
neighborhood was reconstructed. The remaining pipe consists of 18-inch, 66-inch and 72-inch pipe
installed in rear and side lot easements in 1956 and 1965. The storm sewer in this neighborhood drains to
th
Avenue rear
Shingle Creek. The current cost estimate includes replacing the older storm sewer in the 64
lot easement, structure casting replacement and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2001. The current cost estimate includes upgrading all lights to LED
luminaires.
42
Project Summaries Page|
2019-2033Capital Improvement Program
Garden City South Area Mill and Overlay -2030
The Garden City South project area extends from Brooklyn
st
Boulevard to Upton Avenue from Northway Drive to 61 Avenue,
and includes Xerxes Avenue from Northway Drive to the
Interstate 94 bridge. The project area contains a total of 19,418
linear feet of local streets. The neighborhood consists of
approximately 256 residential properties, three church properties,
one multi-family property (R5) and five commercial properties.
Streets
Xerxes Avenue is designated as a MSA Route. The Garden City
South project area was last reconstructed in 2002. The local streets
within the project area consist of 30-foot wide roads with concrete
curb and gutter and Xerxes Avenue is a 70-foot wide road with a
center median. The current cost estimate assumes street
improvements that consist of approximately 20 percent curb
replacement, a 2-inch mill and overlay on local streets, a 3-inch
mill and overlay on Xerxes Avenue and 20 percent sidewalk
replacement on Xerxes Avenue.
Water main
Approximately 34 percent of the water main in the Garden City
South area was replaced with DIP in 2002 when the neighborhood
was reconstructed. The remaining water main in the area consists
of 6-inch, 8-inch and 12-inch CIP installed in 1956, 1961, 1964 and 1966. Records indicate there have been
two water main breaks in the neighborhood on the older water main and two properties in the area have
experienced frozen water services in past winters. The current project estimate includes lining the 1950s
and 1960s water main in the area and insulating the frozen water services. In the remainder of the project
area the cost estimate assumes casting replacement only.
Sanitary Sewer
Approximately 50 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed in 2002. The remaining sanitary sewer consists of 8-inch diameter VCP
installed in 1957, 1958, 1964 and 1965, and sanitary force main consisting of 16-inch CIP installed in 1966.
Root sawing must be performed on 20 percent of the VCP in the area on an annual basis to maintain the
system conveyance capacity. The current project estimate includes lining of the existing VCP sanitary
sewer from the 1950s and 1960s and casting replacement in the remaining areas.
Storm Sewer
Approximately 61 percent of the storm sewer in the project area was installed in 2002 when the
neighborhood was reconstructed. The remaining pipe consists of 15-inch to 27-inch and 72-inch RCP
installed in 1956, 1964, 1965 and 1966. The storm sewer in this neighborhood drains to Shingle Creek. The
current project estimate includes lining of the existing RCP storm sewer from the 1950s and 1960s and
structure casting replacement as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2002. The current cost estimate includes replacing the one wood pole with
one fiberglass pole with a cut-off type LED light fixture and underground power on Xerxes Avenue north
st
Avenue.
of 61
43
Project Summaries Page|
2019-2033Capital Improvement Program
Southwest Area Improvements -2031
The Southwest project area extends from France Avenue to Brooklyn
rdth
Blvd from 53Avenue to 55 Avenue;Twin Lake Avenue to Azelia
Avenue from Lakeside Avenue to the cul-de-sacs north of Lakebreeze
th
Avenue; and includes Azelia Avenue, 50Avenue from France to
west the railroad tracks, and France Avenue from the south cul-de-sac
rd
to 53Avenue. The project area contains a total of 17,208 linear feet
of local streets. The neighborhood consists of approximately 180
single family residential properties (R1 and R2), 36 multi-family
properties (R4 and R5), 12 Industrial properties, one commercial
property and one school.
Streets
rd
The Brooklyn Boulevard service road, 53Avenue, France Avenue
rdthth
from 53Avenue to 50Avenue, 50Avenue, and Azelia Avenue from Lakebreeze Avenue to the railroad
tracks are all designated as a MSA Routes. The Southwest project area was last reconstructed between 2002
and 2005. The local streets within the project area consist of 30-foot wide roads with concrete curb and
rd
gutter. The Brooklyn Blvd Service Road, 53Avenue and France Avenue are 32-foot wide roads, and
Azelia Avenue from Lakebreeze Avenue to the railroad tracks is a 38-foot road. The current cost estimate
assumes street improvements that consist of approximately 30 percent concrete replacement and a 2-inch
mill and overlay.
Water main
Approximately 42 percent of the water main in the Southwest project area was replaced with DIP between
2002 and 2005 when the neighborhood was reconstructed. The remaining water main in the area consists of
6-inch, 8-inch, 10-inch and 12-inch CIP installed in 1956, 1958, 1960, 1961, 1961, 1964, 1968, and 1973.
Records indicate there have been two water main breaks in the neighborhood on the older water mainand
three properties in the area have experienced frozen water services in past winters. The current project
estimate includes lining the 1950s, 1960s and 1970s water main in the area and insulating the frozen water
services. In the remainder of the project area the cost estimate assumes casting replacement only.
Sanitary Sewer
Approximately 60 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed between 2002 and 2005. The remaining sanitary sewer consists of 8-inch
diameter VCP installed in 1960 and 1961, 15-inch RCP installed in 1956 and 8-inch PVC installed in 1977
and 1999. Root sawing must be performed on 30 percent of the VCP in the area on an annual basis to
maintain the system conveyance capacity. The current project estimate includes lining of the existing VCP
sanitary sewer from the 1950s and 1960s and casting replacement in the remaining areas.
Storm Sewer
Approximately 82 percent of the storm sewer in the project area was installed between 2002 and 2005
when the neighborhood was reconstructed. The remaining pipe consists of 15-inch to 48-inch RCP installed
in 1938 and 1957. The storm sewer in northeast portion of the project area flows to the ponds at
Centerbrook Golf Course, and the southwest portion of the project area flow to Upper and Middle Twin
Lakes. The current cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed between 2002 and 2005. The current cost estimate includes replacing the
standard light fixtures with a cut-off type LED light fixture.
44
Project Summaries Page|
2019-2033Capital Improvement Program
Happy Hollow Area Improvements -2032
The Happy Hollow project area extends from Lilac
th
Drive to Brooklyn Boulevard and 49Avenue to the
st
extension of 51Avenue; France Avenue to Drew
th
Avenue from 47Avenue to Lakebreeze Avenue; and
includes Lakebreeze Avenue/France Avenue from
Azelia Avenue to the southern City limits. The project
area contains a total of 10,902 linear feet of local streets.
The neighborhood consists of approximately 95 single
family residential properties (R1), four multi-family
properties (R5), 10 industrial properties, and one
commercial property.
Streets
The Happy Hollow project area was last reconstructed between 2002 and 2005. Lakebreeze Avenue and
France Avenue are designated as a MSA Routes. The local streets within the project area consist of 30-foot
thth
wide roads with concrete curb and gutter. Lilac Drive north of 50Avenue is a 24-foot road, 47Avenue
th
is a 27-foot road, 48Avenue is a 38-foot road, and the road width on Lakebreeze Avenue and France
Avenue varies with concrete islands separating the driving lanes. The current cost estimate assumes street
improvements that consist of approximately 30 percent concrete replacement and a 2-inch mill and overlay.
Water main
Approximately 84 percent of the water main in the Happy Hollow projectarea was replaced with DIP
between 2002 and 2003 when the neighborhood was reconstructed. The remaining water main in the area
consists of 6-inch, 8-inch and 10-inch CIP installed in 1958, 1960, 1964 and 1967. Records indicate there
have been no water main breaks in the neighborhood and one property in the area has experienced a frozen
water service in past winters. The current project estimate includes lining the 1950s and 1960s water main
in the area and insulating the frozen water service. In the remainder of the project area the cost estimate
assumes casting replacement only.
Sanitary Sewer
Approximately 75 percent of the sanitary sewer in the project area was replaced with PVC when the
neighborhood was reconstructed between 2002 and 2003. The remaining sanitary sewer consists of 8-inch
th
and 10-inch diameter VCP and CIP installed in 1960. The sanitary sewer on 50Avenue owned and
maintained by the Metropolitan Council and consists of 30-inch and 33-inch diameter reinforced RCP
installed in 1955. Root sawing must be performed on 30 percent of the VCP in the area on an annual basis
to maintain the system conveyance capacity. The current project estimate includes lining of the existing
VCP and CIP sanitary sewer from 1960 and casting replacement in the remaining areas.
Storm Sewer
Approximately 84 percent of the storm sewer in the project area was installed between 2002 and 2005
when the neighborhood was reconstructed. The remaining pipe consists of 21-inch installed in 1953. The
storm sewer in the project area flows to Ryan Lake and Middle Twin Lake. The current project estimate
includes lining of the existing RCP storm sewer from the 1950s and structure casting replacement as
necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2002. The current cost estimate includes replacing the two wood pole with
one fiberglass pole with a cut-off type LED light fixture and replacing the standard light fixtures with a cut-
off type LED light fixture.
45
Project Summaries Page|
2019-2033Capital Improvement Program
Northport Area Improvements -2033
rd
The Northport project area extends from County Road 10 to 53
Avenue and from June Avenue to France Avenue. The project area
contains a total of 11,860linear feet of local streets. The
neighborhood consists of approximately 179 single family
residential properties (R1).
Streets
The Northport project area was last reconstructed in 2004.Halfiax
Avenue, Eckberg Drive and France Avenue south of Eckberg Drive
are designated as a MSA Routes. Indiana Avenue contains a 24-foot
wide road and the MSA Route contains 32-foot wide roads. The
remaining local streets within the project area consist of 30-foot
wide roads. All roads within the project area have concrete curb and
gutter. The current cost estimate assumes street improvements that
consist of approximately 25percent concrete replacement and a 2-
inch mill and overlay.
Water main
Approximately 99 percent of the water main in the Northport project
area was replaced with DIP in 2004 when the neighborhood was
reconstructed. The remaining water main in the area consists of 6-inch and 10-inch CIP installed between
1955 and 1967. Records indicate there have been no water main breaks in the neighborhood and no
properties haveexperienced a frozen water service in past winters. The current project estimate includes
assumes casting replacement.
Sanitary Sewer
All of the sanitary sewer in the project area was replaced with PVC when the neighborhood was
reconstructed in 2004. The current project estimate includes casting replacement.
Storm Sewer
Approximately 96 percent of the storm sewer in the project area was installed in 2004when the
neighborhood was reconstructed. The remaining pipe consists of 15-inch and 18-inch pipe installed in
1960. The storm sewer in the project area flows to Upper Twin Lake and a stormwater ponds at Northport
Park. The current project estimate includes casting replacement as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2004. The current cost estimate assumes no street light replacements.
46
Project Summaries Page|
2019-2033Capital Improvement Program
Water Main and Sanitary Sewer Improvements
Lift Station No. 2 Rehabilitation and Mississippi River Trunk Sewer Lining- 2019
th
Lift Station No. 2 was constructed in 1991and is located just east of Lyndale Avenue and 55 Avenue. The
backup generator is a 1981 model with a typical lifespan of 35 years. Both the generator and switchgear are
proposed to be replaced. New pumps, guide rails and piping, electrical main breakers, starters/contactors,
overloads, programmable logic controller, HOA’s and UPS are also included in the rehabilitation. We also
needto include improvements from the Facility Dude generated list, which includesreplacement of
gate/fence, roof, heater, main switchgear and secondary transformer. Also asphalt pavement, parking lot,
seal and stripe.The Mississippi River trunk sanitary sewer liningproject extends from the manhole which
th
is 260’ south of 57 Avenue on Lyndale Avenue to Lift Station No. 2. The existing line is 1,177-feet of 24-
inch reinforced concrete pipe (RCP). Lining this section of pipe will require an extensive bypass. This is
the main trunk line that carries the sewage to Lift Station No. 2.
Well Nos. 2 and 3 Rehabilitation - 2019
The rehabilitation of both wells was completed in 2013. Both wells need complete rehabilitation (motors,
pumps, MCC and SCADA upgrades).
Lift Station No. 8 Rehabilitation - 2020
This project includes the rehabilitation of lift station No. 8 with a full evaluation of pumps, control
equipment and appurtenances.
Water Tower No. 1 Painting - 2020
th
Water Tower No. 1, a 500,000 gallon elevated storage tank located at 69Avenue and France Avenue, was
constructed in 1958. In 1988 spot repairs of the existing interior were completed (wet area repaired with
coal tar/epoxy coating) and the exterior coating system was completely replaced. In 1999 the interior wet
coating system was completely replaced and the exterior coating was spot repaired, power washed and a
urethane top coat was applied to the existing system. The estimated service life for the 1999 paint coating
was 15 to 20 years. This tank was inspected in 2009. Both the interior and exterior coatings required no
repairs at that time. The 2009 recommendation was to re-inspect every five years. The tower was again
inspected in 2014 and was determined to be in satisfactory condition but needing full replacement within
five to six years. The tower is planned to be reinspected in 2019 with rehabilitation in 2020.
Well No. 5 Rehabilitation - 2020
The rehabilitation of the well was completed in 2014. The well needs complete rehabilitation (motor,
pumps, MCC and SCADA upgrades).
Lift Station No. 9 Rehabilitation - 2021
This project includes the rehabilitation of lift station No. 9 with a full evaluation of pumps, control
equipment and appurtenances.
Lift Station No. 9 Force Main Replacement - 2021
The existing force main located south of lift station No. 9 was installed in 1969 and consists of 12-inch
DIP, which was verified in 2010 through an exploratory open excavation. Approximately 1,300-feet is
proposed to be replaced.
Well No. 10 and High Service Pump (HSP) Rehabilitation (BW) - 2021
The rehabilitation of the well was completed in 2015. The well needs complete rehabilitation (motors,
pumps, MCC and SCADA upgrades). HSP (backwash) started operation in 2015 with the new Water
Treatment Plant. The HSP needs complete rehabilitation of motor, shaft and pump.
47
Project Summaries Page|
2019-2033Capital Improvement Program
Freeway and Highway Utility Crossing Replacement - 2022
This project includes lining approximately 2,600’ of sanitary sewer pipes that were installed between 1955
and 1992 which cross under Interstate 94, Interstate 694, Highway 100, and Highway 252. This project also
includes replacement of approximately 1,500’ of watermain which varies in sizes from 6-inch to 10-inch
diameter cast iron pipe (CIP) that was installed between 1961 and 1968 under Highway 252. The
watermain replacements would be coordinated with the TH 252/66th Avenue Interchange and 70th Avenue
Pedestrian Overpass project.
Well No. 7 and Water Treatment Plant HSP No. 1 - 2022
The rehabilitation of the well was completed in 2016. Well needs complete rehabilitation of motor and
pump. High Service Pump No. 1 started operation in 2015 with the new Water Treatment Plant. The HSP
needs complete rehabilitation of motor and pump.
Lift Station Nos. 3 and 4 Rehabilitation - 2023
This project includes the rehabilitation of lift station No. 3 and No. 4 with a full evaluation of pumps,
control equipment and appurtenances.
Well Nos. 4 and 9; Water Treatment Plant HSP No. 2 - 2023
The rehabilitation of both wells was completed in 2017. Both wells need complete rehabilitation (motors,
pumps, MCC and SCADA upgrades). High Service Pump No. 2 started operation in 2015 with the new
Water Treatment Plant. The HSP needs complete rehabilitation of motor and pump.
Well Nos. 6 and 8; Water Treatment Plant HSP No. 3 - 2024
The rehabilitation of both wells will be completed in 2018. Both wells need complete rehabilitation
(motors, pumps, MCC and SCADA upgrades). High Service Pump No. 3 started operation in 2015 with the
new Water Treatment Plant. The HSP needs complete rehabilitation of motor and pump.
Well Nos. 2 and 3; Water Treatment Plant HSP No. 4 - 2025
The rehabilitation of both wells will be completed in 2019. The wells need complete rehabilitation of motor
and pump. High Service Pump No. 4 started operation in 2015 with the new Water Treatment Plant. The
HSP needs complete rehabilitation of motor and pump.
Water Meter Full System Replacement- 2025
This project will include the complete replacement of the water meter reading system. This will include
new meter registers, meter body, battery, reading software and reading hardware. The decision will need to
be made to continue with the mobile drive by reading or fully move to the fixed read network.
Lift Station Nos. 5 and 6 Rehabilitation - 2026
This project includes the rehabilitation of lift station No. 5 and No. 6 with a full evaluation of pumps,
control equipment and appurtenances.
Well No. 5 and Water Treatment Plant HSP (BW) - 2026
The rehabilitation of the well will be completed in 2020. The well needs complete rehabilitation of motor
and pump. The rehabilitation of High Service Pump (BW) was last completed in 2021. The HSP needs
complete rehabilitation of motor and pump.
Well No. 10 and Water Treatment Plant HSP No. 1 - 2027
The rehabilitation of the well will be completed in 2021. Well needs complete rehabilitation of motor and
pump. The rehabilitation of High Service Pump No. 1 was last completed in 2022. The HSP needs
complete rehabilitation of motor and pump.
Well No. 7 and Water Treatment Plant HSP No. 2 - 2028
The rehabilitation of the well will be completed in 2022. Well needs complete rehabilitation of motor and
pump. The rehabilitation of High Service Pump No. 2 was last completed in 2023. The HSP needs
complete rehabilitation of motor and pump.
48
Project Summaries Page|
2019-2033Capital Improvement Program
Lift Station Nos. 7 and 10 Rehabilitation - 2029
This project includes the rehabilitation of lift station No. 7 and No. 10 with a full evaluation of pumps,
control equipment and appurtenances.
Well Nos. 4 and 9; Water Treatment Plant HSP No. 3 - 2029
The rehabilitation of both wells will be completed in 2023. Both wells need complete rehabilitation of
motor and pump. The rehabilitation of High Service Pump No. 3 was last completed in 2024. The HSP
needs complete rehabilitation of motor and pump.
th
Avenue/Willow Lane) - 2030
Sanitary Sewer Lining (Mississippi River Trunk North of I-694 to 70
th
This project extends from the manhole at 70Avenue and Willow Lane to the Manhole at the dead end,
north of Interstate 694 on Willow Lane. The existing line is 4,178-feet of 18-inch reinforced concrete pipe
(RCP) and 1,451-feet of 21-inch RCP. This is the main trunk line that carries the sewage outof the NE
quadrant of the City to Lift Station No. 2.
Lift No. 2 Forcemain Lining (Under I-94) - 2030
nd
The existing 406-foot section of 16-inch DIP forcemain, located under I-94 at 52Avenue in Minneapolis,
was installed in 1980 with the I-94 project. The projected life span of this section of pipe is 50 years.
Lining this section of pipe will require an extensive bypass as well as an open excavation on the eastside of
I-94. In 2008 a new forcemain was installed from lift station No. 2 to the I-94 crossing on the east side of
nd
Avenue.
52
Well Nos. 6 and 8; Water Treatment Plant HSP No. 4 - 2030
The rehabilitation of both wells will be completed in 2024. Both wells need complete rehabilitation of
motor and pump. The rehabilitation of High Service Pump No. 4 was last completed in 2025. The HSP
needs complete rehabilitation of motor and pump.
Lift Station No. 1 Generator Replacement – 2031
This project will be a replacement of the generator only. The closed transition generator transfer switch will
have been replaced in a prior year. The existing generator is a 1996 model with a typical lifespan of 35
years.
Well Nos. 2 and 3; Water Treatment Plant HSP (BW) - 2031
The rehabilitation of both wells will be completed in 2025. The wells need complete rehabilitation of motor
and pump.The rehabilitation of High Service Pump (BW) was last completed in 2026. The HSP needs
complete rehabilitation of motor and pump.
Well No. 5 and Water Treatment Plant HSP No. 1 - 2032
The rehabilitation of the well will be completedin 2026. The well needs complete rehabilitation of motor
and pump. The rehabilitation of High Service Pump No. 1 was last completed in 2027. The HSP needs
complete rehabilitation of motor and pump.
Well No. 10 and Water Treatment Plant HSP No. 2 - 2033
The rehabilitation of the well will be completed in 2027. The well needs complete rehabilitation of motor
and pump. The rehabilitation of High Service Pump No. 2 was last completed in 2028. The HSP needs
complete rehabilitation of motor and pump.
49
Project Summaries Page|
2019-2033Capital Improvement Program
Street Lightand Traffic SignalImprovements
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade.
Traffic Signal System Rehabilitation (Shingle Creek Parkway/John Martin Drive) - 2021
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade.
Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2023
The 35 ornamental lights located within the Earle Brown area at the nodes (intersections) along a portion of
Shingle Creek Parkway, Summit Drive, Earle Brown Drive and John Martin Drive were installed in 1986.
The typical life expectance of this lighting system is approximately 30 years. The City has no remaining
replacement poles or luminaires that match the existing system and matching luminaires are no longer
available from suppliers. The existing system is generally rated in fair to poor shape with increasing
maintenance costs. The project includes replacement of the existing decorative lighting system at the
intersections/nodes with a new, advanced system using current technology.
Traffic Signal System Rehabilitation (Shingle Creek Parkway/Brookdale Square) - 2025
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade.
Coordination with the future development of the Opportunity Site must also occur with this improvement
project.
th
Brooklyn Boulevard (65 to Brooklyn Park Border) Street Light Replacement - 2032
th
The 76 street lights north of 65Avenue to the Brooklyn Park border will have reached their proposed
lifecycle and need to be replaced. Proposed 35’ painted aluminum poles with LED shoebox style fixture.
The light pole bases and wire should not need to be replaced.
th
Avenue/Dupont Avenue) - 2033
Traffic Signal System Rehabilitation (65
The traffic signal system was installed in 1990 and partially rehabilitated in 2007.According to MnDOT,
the expected useful service life of a traffic signal system is approximately 30 years. The traffic signal
system will be evaluated for needed system improvements. Proposed improvements are anticipated to
contain complete system rehabilitation and replacement including video detection, EVP, countdown
pedestrian heads, APS and flashing yellow left turn arrow upgrade.
th
Traffic Signal System Rehabilitation (66Avenue/Camden Avenue) - 2033
The traffic signal system was installed in 1999. According to MnDOT, the expected useful service life of a
traffic signal system is approximately 30 years. The traffic signal system will be evaluated for needed
system improvements. Proposed improvements are anticipated to contain complete system rehabilitation
and replacement including video detection, EVP, countdown pedestrian heads, APS and flashing yellow
left turn arrow upgrade.
50
Project Summaries Page|
2019-2033Capital Improvement Program
Capital Maintenance Building Plan
Yearly Capital Maintenance Building Plan Projects
In 2007 the City approved an 18-year Capital Building Maintenance Plan that includes shortand long-term
building and facility improvements. The following buildings and facilities are covered under this plan: city
hall, community center, public works facility, public works cold storage building, public works salt/sand
storage building, police station, west fire station, east fire station, Centerbrook Golf Course club house,
Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary lift
station Nos. 1 and 2, municipal well Nos. 2-10, Evergreen Park building, Garden City Park building,
Centennial Park west building, Centennial Park plaza, Centennial Park gazebo, Kylawn Park building and
West Palmer Park building. In 2016, the 2007 plan wasreplaced with the new asset management planning
program (Facility Dude). Thereafter, CIP projects will be updated starting in the 2017 budgeting process
using Facility Dude.
Storm Water Improvements
Storm Water Management Basins
In 2015 the City hired WSB and Associates to conduct a condition assessment of the City-maintained storm
sewer system and stormwater management ponds located throughout the City. The assessment process resulted
in a list of improvements to address problems with erosion, sediment accumulation, inlet and outlet blockages
and other miscellaneous maintenance issues. Below are improvement projects that are part of the City’s Storm
Drainage Utility, using the City’s Storm Water Asset Management Plan (SWAMP) program developed by WSB
and Associates that uses an annual sediment loading rate to predict sediment accumulation for project
prioritization.
Storm Water Pond 26-004 - 2019
Pond 26-004 is located north of 50th Avenue and west of the commercial property at 3800 50th Avenue. The
pond receives runoff from approximately 10.4 acres of upstream commercial and industrial development. This
pond was constructed in 2001. The performance of this pond is limited due to the accumulation of sediment and
the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and
vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 26-006 - 2019
th
Pond 26-006 is located adjacent to 50Avenue. The pond receives runoff from approximately five acres of road
and industrial property parking lots. This pond was constructed in 2002. The proposed work consists of the
removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 35-003 - 2019
Pond 35-003 is located west of Oliver Avenue within East Palmer Lake. The pond receives runoff from
approximately 14 acres of upstream residential development. This pond was constructed in 2000. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 35-004 - 2019
Pond 35-004 is located west of Oliver Avenue within East Palmer Lake. The pond receives runoff from
approximately 14 acres of upstream residential development. This pond was constructedin 2000. The
performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the
removal of sediment and installation of skimmer to improve the water quality treatment performance of the
pond.
51
Project Summaries Page|
2019-2033Capital Improvement Program
Storm Water Pond 40-001 - 2020
Pond 40-001 is located east of Palmer Lake Road. The pond receives runoff from approximately 176 acres of
upstream residential development. This pond was constructed in 2000. The performance of this pond is limited
due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the
water quality treatment performance of the pond.
Storm Water Pond 12-001- 2022
rd
Pond 12-001 is located north of 53Avenue at the end of Upton Avenue adjacent the Centerbrook Golf Course.
The pond receives runoff from approximately 0.5 acres of park land, but is part of a chain of ponds providing
storm water treatment. This pond was constructed in 1997. The proposed work consists of the removal of
sediment and the installation of a skimmer to improve water quality treatment performance of the pond.
Storm Water Pond 12-006 - 2022
Pond 12-006 is located in Lions Park adjacent to the Centerbrook Golf Course. The pond receives runoff from
approximately 42 acres of upstream residential development. This pond was constructed in 2005. The proposed
work consists of the removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 57-003 - 2022
Pond 57-003 is located north of 69th Avenue just north of the City’s Public Works facility. The pond receives
runoff from approximately 3.0 acres of upstream park and trail runoff. This pond was constructed in 1996. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 48-001 - 2023
Pond 48-001 is located south of Odyssey Academy. The pond receives runoff from approximately 54 acres of
upstream residential development. This pond was constructed in 1997. The proposed work consists of the
removal of sediment and vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 17-001 - 2025
Pond 17-001 is located north of 65th Avenue. The pond receives runoff from approximately 85 acres of
upstream residential development. The performance of this pond maybe limited due to the accumulation of
sediment. The proposed work consists of the removal of sediment to restore the water quality treatment
performance of the pond.
Storm Water Pond 41-001 - 2026
Pond 41-001 is located east of 7100 Brooklyn Boulevard. The pond receives runoff from approximately 30 acres
of residential and commercial development and has access issues. This pond was constructed in 1995. The
proposed work consists of removal of sediment, bank stabilization to control erosion and the installation of a
skimmer to enhance the water quality treatment performance of the pond.
Storm Water Pond 41-002 - 2026
Pond 41-002 is located north of Woodbine Lane and west of France Avenue. The pond receives runoff from
approximately 36 acres of upstream residential development. This pond was constructed in 1995. The
performance of this pond is limited due to the accumulation of sediment. The proposed work consists of the
removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 53-001 - 2026
Pond 53-001 is located between Beard Avenue and Zenith Avenue adjacent to 69th Avenue. The pond receives
runoff from approximately 35 acres of upstream residential development. This pond was constructed in 1993.
The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland
plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water
quality treatment performance of the pond.
52
Project Summaries Page|
2019-2033Capital Improvement Program
Storm Water Pond 11-001 - 2029
Pond 11-001 is located near the parking lot at Centerbrook Golf Course. The pond receives runoff from
approximately 33 acres of upstream residential development. This pond was constructed in 2006. The
performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the
removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 59-003 - 2029
Pond 59-003 is located north of the parking lot at Brooklyn Center Community Center. The pond receives runoff
from approximately 1.7 acres of upstream parking lot runoff. This pond was constructed in 2001. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants
and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality
treatment performance of the pond.
Storm Water Pond 60-003 - 2029
Pond 60-003 is located south of the parking lot at City Hall. The pond receives runoff from approximately 2.0
acres of upstream parking lot runoff. This pond was constructed in 2001. The performance of this pond is
limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed
work consists of the removal of sediment and vegetation to restore the water quality treatment performance of
the pond.
Storm Water Pond 63-001 - 2029
Pond 63-001 is located north of the parking lot at the Community Center. The pond receives runoff from
approximately 4.0 acres of upstream street runoff. The performance of this pond maybe limited due to the
accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality
treatment performance of the pond.
Storm Water Pond 63-002 - 2029
Pond 63-002 is located adjacent to Shingle Creek Parkway. The pond receives runoff from approximately 3.0
acres of upstream street runoff. The performance of this pond is limited due to the accumulation of sediment.
The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment
performance of the pond.
Storm Water Pond 64-001 - 2029
Pond 64-001 is located adjacent to Shingle Creek Parkway. The pond receives runoff from approximately 0.5
acres of upstream runoff but the pond is mostly part of the larger pond network at the City Hallcomplex. The
proposed work consists of the removal of sediment to restore the water quality treatment performance of the
pond.
Storm Water Pond 57-004 - 2030
Pond 57-004 is located north of 69th Avenue with the Palmer Lake Park. The pond receives runofffrom
approximately 4.0 acres of upstream street runoff. This pond was constructed in 1999. The performance of this
pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The
proposed work consists of the removal of sediment and vegetation to restore the water quality treatment
performance of the pond.
Storm Water Pond 57-005 - 2030
Pond 57-005 is located adjacent to the west of the Public Works facility. The pond receives runoff from
approximately 5.0 acres ofupstream runoff from the Public Works yard. This pond was constructed in 1980.
The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland
plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water
quality treatment performance of the pond.
53
Project Summaries Page|
2019-2033Capital Improvement Program
Storm Water Pond 26-005 - 2031
st
Pond 26-005 is located west of the intersection of Twin Lake Road and 51Avenue. The pond receives runoff
from approximately 10 acres of upstream residential development. This pond was constructed in 1991. The
performance of this pond is severely limited due to the accumulation of sediment. The proposed work consists
of removal of sediment to enhance the water quality treatment performance of the pond and repairs to the
skimmer structure on the pond’s outlet.
Storm Water Pond 70-002 - 2031
Pond 70-002 is located at the intersection of 65th Avenue and Willow Lane. The pond receives runoff from
approximately 3.5 acres of upstream residential runoff. This pond was constructed in 2001. The proposed work
consists of the removal of sediment to restore the water quality treatment performance of the pond.
Storm Water Pond 12-002 - 2032
Pond 12-002 is located on the Centerbrook Golf Course. The pond receives runoff from approximately 356.3
acres of upstream residential, commercial and highway runoff. This pond was constructed in 1998. The
proposed work consists of the removal of sediment and vegetation to restore the water quality treatment
performance of the pond.
Storm Water Pond 12-004 - 2032
Pond 12-004 is located on the Centerbrook Golf Course. The pond receives runoff from approximately 19.7
acres of upstream commercial and golf course runoff. This pond was constructed in 1998. The proposed work
consists of the removal of sediment and vegetation to restore the water quality treatment performance of the
pond.
Storm Water Pond 12-005 - 2032
Pond 12-005 is located on the Centerbrook Golf Course. The pond receives runoff from approximately 0.80
acres of upstream golf course runoff. This pond was constructed in 1998. The proposed work consists of the
removal of sediment and vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 18-001 - 2032
Pond 18-001 is located west of France Ave at 57th Ave. The pond receives runoff from approximately 112.8
acres of upstream residential runoff. This pond was constructed in 1980. The proposed work consists of the
removal of sediment and vegetation to restore the water quality treatment performance of the pond.
Connections at Shingle Creek Phase 2 - 2019
In 2015-2016 the City partnered with the Shingle Creek Watershed Management Commission and the City of
Brooklyn Park to complete the Connections at Shingle Creek Restoration Project Phase 1 from Brooklyn
Boulevard to Noble Avenue. A Phase 2 planning project from Regent Avenue to Brooklyn Boulevard needs to
be completed to determine the extent of the stabilizationrequired. The City will look into a possible partnership
with the Shingle Creek Watershed Management Commission to help fund this project along with working with
the City of Brooklyn Park.
70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019
Constructed in 1960, the storm sewer from 70th Avenue and Willow Lane to the outlet on the Mississippi River
has deteriorated and needs to be rehabilitated to increase the longevity of the pipe.
61st Avenue and Perry Avenue Storm Sewer Improvement - 2021
The storm sewer at 61st Avenue and Perry Avenue has joint failures and sink holes which are leaking and
causing sediment transfer. The storm sewer will need to be evaluated and rehabilitated.
65th Avenue Trunk Storm Sewer Rehabilitation - 2021
The trunk line along 65th Avenue between Cahlander Park and Shingle Creek is deteriorating. A pipe joint
repair project was completed in the 1990’s. The storm sewer will need to be evaluated and rehabilitated.
54
Project Summaries Page|
2019-2033Capital Improvement Program
Park and Trail Improvements
Bridge Rehabilitation (4 Bridges) - 2019
Proposed bridge rehabilitation including concrete deck sealing, miscellaneous concrete repair and railing
th
repair/painting to the 69Avenue bridge, the two Shingle Creek Parkway bridges and the Freeway
Boulevard all spanning Shingle Creek.
Park Playground Equipment Replacement – 2019 through 2021
Proposed replacementincludes replacing park playground equipment over a threeyear period.A total of 20
parks located within Brooklyn Centercontain 21 separate playground equipment areas, 18 that are
maintained by the City and three that are maintained by the adjacent schools.
Six playgroundsare scheduled for replacement each year over the three year period.An assessment of the
playground equipment will need to be completedto determine replacement priority.2019: Freeway,
Northport, Centennial West, Orchard, Firehouse and Lions Parks. 2020: West Palmer, Riverdale, Bellvue,
Grandview, Marlin, Evergreen exercise area. Depending on the vendorwe may be able to purchase the
equipment the year before install for tremendous savings (40 percent). Maybe program these for 2018-2021
with each being a two year project (purchase in 2018, build in 2019 etc. for three years).
Brooklyn Boulevard City Entrance Signs Rehabilitation - 2020
Proposed improvement includes replacing the entrance sign located along Brooklyn Boulevard at the
Brooklyn Park border to match the entrance monument sign at the Minneapolis border that was installed in
2019 with the Brooklyn Boulevard Corridor project.
Miscellaneous Park Parking Lot Mill and Overlay - 2022
This project includes performing a 1.5” mill and overlay on the parking lotsof Orchard Lane Park, Palmer
LakePark, East Palmer Park and the northwest parking lot of Northport Park. An evaluation of the curb
and gutter will be performedfor each parking lot to include miscellaneous curb replacements and
pedestrian curb ramps will also be updated to current standards as needed.Replacement of the trail from
the Palmer Lake parking lot to the Lake will also be included with this project.
West River Road, Arboretum, Freeway, Palmer Lake and Northport Trails Reconstruction - 2022
Replace the bituminous trail along West River Road from 73rd Avenue to 66th Avenue. A ten-foot wide
trail section is proposed. The status of this project was reevaluated in 2017, pending possible jurisdictional
transfer of the trail from the City to the Three Rivers Park District as part of their regional West Mississippi
River Trail development. Proposed replacement of the trail system within the fenced Arboretum area.
Remove existing bituminous and replace with a new eight-foot wide bituminous trail. Replace the trail
system within Freeway Park. An eight-foot wide trail section is proposed. This project will need to be
coordinated with the reorganization of the Mound Cemetery and Freeway Park properties in consideration
of the leased area from the cemetery. Resurface the existing trail system extending around Palmer Lake
including the parking lots at the nature area and east Palmer. This trail was last reconstructed in 2005 with
an expected maximum service life of 15 to 20 years due to the soil stability issues within the park area.
Replace the trail system within Northport Park. An eight-foot wide trail section is proposed.
Evergreen Park Scoreboard Improvements - 2023
Proposed construction includes installing new scoreboards at the two softball fields, one at baseball field
and replacement of the scoreboard at the soccer/football field.
55
Project Summaries Page|
2019-2033Capital Improvement Program
Centennial Park Softball Field Improvements - 2024
The Centennial Park softball fields experience settlement due to the underlying organic soils. Over the
years settlement has occurred approximately one-foot. This is evident in the fact that the light base
foundations within the ball field areas have generally held their original elevations and are higher than the
surrounding ground. Due to the proximity to Shingle Creek and the low lying areas, this settlement causes
increased flooding and drainage issues. The proposed plan includes raising the ball fields one to two-feet
and replacement of any necessary appurtenances including irrigation systems, draintile, fences,
bituminous/concrete trails and other paved areas. A feasibility and geotechnical study will be performed
prior to evaluate options of the flood plain, frequent flooding and continuous ongoing field settlement.
Proposed construction includes replacement of the two scoreboards at the two softball fields at Centennial
Park (east).
Park Name Sign Replacement - 2025
This project includes the replacement of all 30 park name signs in all of the City Parks.
Hockey Rink Rehabilitation/Replacements - 2026
Proposed rehabilitationincludes resurfacing five existing rinks with other miscellaneous rink repairs.An
assessment of the rink appurtenances will need to be completed to determine replacement needs. The rink
located at Northport Park will be further evaluated with the Northport Park improvements and master
planning being conducted in connection with the Northport School rehabilitation.
Irrigation Systems Rehabilitation/Replacements - 2026
The City’s irrigation systems are located as follows:Evergreen Park, Centennial Park, Northport Park,
th
Grandview Park, 69Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway,
rd
Avenue (Bellvue area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed
53
th
Avenue systems, which
rehabilitation project includes rehabilitation of the Evergreen Park and the 69
were installed in 1986 and 1989 respectively.
Softball/Baseball Fence Replacement - 2027
Replace the line and outfield fences at West Palmer Lake Park.
th
69Avenue Trail Reconstruction – 2027
th
Replace the trail system along 69 Avenue from Brooklyn Boulevard to West Palmer Lake Drive.A nine-
foot wide trail section is proposed.
th
69Avenue Landscape Rehabilitation - 2027
Proposed construction would include irrigation updates and replacing the landscape plantings and sod along
th
69 Avenue from Brooklyn Boulevard to West Palmer Lake Drive.
Park Trail and Parking Lot Lighting Improvements - 2028
Replace trail and parking lot lights with LED fixtures, fiberglass poles, new wire in conduit in the
following parks: Evergreen, Bellvue, Lions, Centennial East and Centennial West. Work would also
include replacing the electrical cabinets in Bellvue and Lions parks.
Park Bleacher Replacement - 2031
Replace six 5-row and seven 3-row bleachers used in various parks.
Park Bleacher Replacement - 2032
Replace four 10-row bleachers used in Centennial Park (softball and soccer).
Evergreen Park Football/Soccer Field Improvements - 2033
Proposed improvements around the soccer/football field include fence replacement,evaluation of the
bleachers for replacement and miscellaneous improvements to the announcers/scorers booth. Aesthetic
improvements around the field will include replacement of trees and shrubs that are impacted by the fence
replacement as needed.
56
Project Summaries Page|
2019-2033Capital Improvement Program
Miscellaneous Projects and Improvements
th
Brooklyn Boulevard Corridor Project (49 Avenue to Bass Lake Road) - 2019
The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety,
enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities for a
1.3-mile segment of the corridor in Brooklyn Center between 49th Avenue and Bass Lake Road (County
Road 10). The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks,
transit stops, adding streetscaping and landscaping and improving the functionality of intersectionswith
modified turn lanes. Several free right turn lanes will be reconfigured to improve sight lines. Overhead
utilities will be moved underground. The City completed the Brooklyn Boulevard Corridor Study in 2013
to guide the reconstruction and redevelopment of this corridor. This project consists of Project Nos. 1, 2, 4,
5, 6 and 6A from the Corridor Study. Lilac Drive will also be extended from New Millennium Academy to
th
the TH 100 south ramp. Brooklyn Boulevard from Bass Lake Road to the southerly City limits (49
Avenue) is a Hennepin County roadway (County Road 152) under their jurisdiction. Federal funding
through the Surface Transportation Program has been awarded to the City and Hennepin County for this
project and the regional Transportation Improvement Plan has been amended to include this project. The
local partnerships and proportions have determined including Hennepin County funding, Minneapolis
funding, Three Rivers Park District funding and City of Brooklyn Center funding.
Miscellaneous Retaining Wall Replacements - 2020
The proposed project includes replacingthe retaining wall at the Lilac Drive curve just south of County
Road 57 at 2121 Lilac Drive with wet cast stone retaining walland replacing theretaining walls located at
the south end of Azelia Avenue (dead end turnaround location) with wet cast stone retaining walls. The
project also includes replacingthe retaining walls atNorthport Drive/Bass Lake Roadand also in front of
Mound Cemetery with akeystone type retaining wall.
Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021
The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety,
enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities for a
0.8-mile segment of the corridor in Brooklyn Center between Bass Lake Road (County Road 10) and
Interstate 94. The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks,
transit stops, adding streetscaping and landscaping and improving the functionality of intersections with
modified turn lanes and access control throughout the corridor. Overhead utilities will be moved
underground. The City completed the Brooklyn Boulevard Corridor Studyin 2013 to guide the
reconstruction and redevelopment of this corridor. This project consists of Project Nos. 8, 9 and 10 from
the Corridor Study. The funding partnership and proportions are to be determined in the future but are
anticipated to include federal funding, Hennepin County funding, Three Rivers Park District funding and
City funding.
thth
TH 252/66Avenue Interchange and 70Avenue Pedestrian Overpass - 2021
The proposed interchange and overpass project will improve roadway safety, enhance traffic operations,
reduce access points and provide improved bicycle and pedestrian facilities, converting the southerly
portion of TH 252 to a freeway. The City completed the TH 252 Feasibility Study in 2016 to guide
converting this corridor to a freeway. Thefunding partnership and proportions are to be determined in the
future but are anticipated to include federal funding, City funding and other regional legislative funding.
Emergency Responder Radio Replacement (Police/Fire/PW) - 2029
The emergency responder radios were all replaced in 2017. This project cost includes the full replacement
of emergency responder radios within the Police, Fire and Public Works Departments.
57
Project Summaries Page|
2019-2033Capital Improvement Program
Retaining Wall Replacements (Miscellaneous Locations) - 2029
Replacement of miscellaneous retaining walls at numerous locations within the City’s right-of-way
thth
(Brooklyn Boulevard, Dupont Avenue, 57Avenue and 69Avenue). A full evaluation will be performed
subsequently.
Self Contained Breathing Apparatus (SCBA) Replacement (Fire) - 2033
The Self Contained Breathing Apparatus (SCBA) equipment was last replaced in 2018. This project cost
includes the full replacement of SCBA equipment within the Fire Department.
58
Project Summaries Page|
2019-2033Capital Improvement Program