HomeMy WebLinkAbout2007-158 CCRMember Kay Lasman introduced the following resolution and moved its
adoption:
RESOLUTION NO. 2007-158
RESOLUTION ADOPTING CAPITAL IMPROVEMENT PROGRAM
WHEREAS, the City Council of the City of Brooklyn Center annually adopts a Capital
Improvements Program; and
WHEREAS, attached hereto and incorporated herein by reference as Exhibit A is the
documentation for the said 2008-2022 Capital Improvement Program.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn
Center, Minnesota that the 2008-2022 Capital Improvement Program as set forth in Exhibit A to this
resolution be and hereby is adopted.
December 10, 2007
Date
Mayor
ATTEST: JV-/ W m 7 .
City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
Mark Yelich
and upon vote being taken thereon, the following voted in favor thereof:
Tim Willson, Kay Lasman, Mary O'Connor.,- Dan Ryan, and Mark Yelich;
and the following voted against the same: none;
whereupon said resolution was declared duly passed and adopted.
RESOLUTION NO. 2007-158
crryar
BROOKLYN
CENTER
15-Year Capital Improvement Program
Years 2008-2022
City of Brooklyn Center
For
Street Improvements
Public Utility Improvements
Park Infrastructure Improvements
December 2007
RESOLUTION NO. 2007-158
City of Brooklyn Center
2008 CAPITAL IMPROVEMENT PROGRAM
PROFILE
The 2008 Capital Improvement Program (CIP) is a planning document that presents a fifteen-year overview of
scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a
long-term financing plan that allows the City to allocate funds for these projects based on assigned priorities.
The fifteen-year horizon of the CIP provides the City with an opportunity to evaluate project priorities annually
and to adjust the timing, scope and cost of projects as new information becomes available. The information
contained in this plan represents an estimate of improvement costs based on present knowledge and expected
conditions.
A capital improvement is defined as a major non-recurring expenditure related to the City's physical facilities
and grounds. The 2008-2022 CIP makes a concerted effort to distinguish between major maintenance projects
contained in the City's operating budgets and capital improvement projects financed through the City's capital
funds and proprietary funds. Typical expenditures include the cost to construct roads, utilities, parks, or
municipal structures.
The CIP is predicated on the goals and policies established by the City Council, including the general
development, redevelopment, and maintenance policies that are part of the City's Comprehensive Plan. A
primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent
with funding opportunities and in coordination with other improvement projects.
CIP Project Types
The Capital Improvement Program proposes capital expenditures totaling $88 million over the next 15 years
for basic improvements to the City's streets, parks, and public utilities. A brief description of the three
functional areas is provided below.
Public Utilities
The City operates five utility systems, four of which have projects included in the CEP water, sanitary sewer,
storm drainage, and street lighting. A vast majority of the public utility improvements are constructed in
conjunction with street reconstruction projects. The remaining portion of public utilities projects include
improvements to water supply wells, water towers, lift stations and force mains.
Street Improvements
Street improvements include reconstruction of neighborhood streets and reconstruction of arterial and collector
streets. Proposed improvements include the installation or reconstruction of curb and gutter along public
roadways. As noted earlier, street improvements are often accompanied by replacement of public utilities.
Park Improvements
Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting
and other facilities that enhance general park appearance and increase park usage by providing recreational
facilities that meet community needs.
CIP (2008 - 2022)
RESOLUTION NO. 2007-158
CIP Funding Sources
Capital expenditures by funding source for the fifteen-year period are shown in Table 1 and the accompanying
chart. Major funding sources are described below.
Public Udlity Funds
Customers are billed for services provided by the City's water, sanitary sewer, storm sewer, and street lighting
public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that
equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates
the needs of each public utility system and establishes rates for each system to meet those needs.
Capital Improvements Fund
This fund is comprised of transfers from the General Fund, repayment of debt from the Golf Course operating
fund, and transfers from liquor operations. Typically the City Council has directed these funds towards
municipal facilities such as parks, trails, public buildings and.other general purpose needs.
Special Assessment Collections
Properties benefiting from street improvements are assessed a portion of the project costs in accordance with
the City's Special Assessment Policy. Every year the City Council establishes special assessment rates for
projects occurring the following year. Rates are typically adjusted annually to maintain the relative proportion
of special assessments to other funding sources.
Street Reconstruction Fund
The Street Reconstruction Fund provides for the cost of local street improvements along roadways that are not
designated as municipal state aid routes. A majority of the revenue for this fund is generated from general
fund transfers and franchise fees charged for the use of public right-of-way by natural gas and electric utility
companies. The City's ability to provide adequate revenue for the Street Reconstruction Fund is currently one
of the main limiting factors in determining the rate at which future street and utility improvements can be
accomplished.
Municipal State Aid (MSA) Fund
State-shared gas taxes provide funding for street improvements and related costs for those roadways identified
as MSA streets. The City has 21 miles of roadway identified as MSA streets and is therefore eligible to
receive funding based on this designation. The annual amount available is approximately $750,000 and
provides for maintenance and construction activities within the City's MSA street system.
TABLE 1- Capital Improvement Program
Summary by Funding Source
Total Funding
Need
2008-2022
Water Utility
$13,745,000
Sanitary Sewer Utility
$12,106,000
Storm Drainage Utility
$18,010,000
Street Lighting Utility
$898,000
Municipal State Aid
$8,996,000
Street Reconstruction Fund
$12,840,000
Capital Projects Fund
$2,597,000
Special Assessment Collections
$19,156.000
TOTAL
1 $88.348,0001
Average Annual
Funding Need
$916,000
$807,000
$1,201,000
$60,000
$600,000
$856,000
$173,000
$1,277,000
$5,890.000
Percent of
Total Need
16%
14%
20%
1%
10%
14%
3%
22%
100%
CIP (2008 - 2022)
RESOLUTION NO. 2007-158
Capital Improvement Program by Funding Source
Special Assessments
22%
Capital Prof.
3%
Street Cons
14%
MSA
10°/0
Street Ught
1%
Water
16%
20%
Sanitary Sewer
14%
gage
Table 2 provides an overview of projects and funding sources for the 2008 Capital Improvement Program.
Annual breakdowns for each project year are accompanied by a brief description of each project.
1
CIP (2008 - 2022)
RESOLUTION NO. 2007-158
CIP PROJECT AREAS
1
2008 - 2013
cwdf
BROOKW
CDVT"
Complete (62.3 miles - 59%) =lWin Lake N1 Lakeside Neighborhood
eta Maranatha Neighborhood Vincent Neighrborhood
~ Xerxes Avenue and Northway Drive i Logan Neighborhood
rAldrich Neighborhood r Unity Avenue
HuMboldt Avenue (53rd to 57th) _ East Palmer Lake Neighborhood
Shingle Creek Pkwy 169th Overlay ~ Kylawn Park Neighborhood
ear DupontAvenue
November 2007
RESOLUTION NO. 2007-158
CIP PROJECT AREAS
2014 - 2022 '
~ Evergreen NeoborhoW
a
BROOKLYN
CM""
November 2007
1
Table 2
Capital
Improvement Program (2008 - 2022)
Revised November 30, 2007
Special
Street
MSA
-
Storm Drainage
Sanitary Sewer
Water
Street Light
Capital Projects
Total Project
Project Assessments
Reconst. Fund
Fund
Utility
utility
Utility
Utility
Fund
Cost
I
2008
IMaranatha Neighborhood Reconstruction
$1,017,000 1
$905,000
1 $0 1
$1,047,000 1
$727,000 1
$780,000 1
$61,000
1 $0 1
$4,537,000
Lift Station No. 2 Force Main
l
$0 1
$0
1 $0 1
$0 1
$400,000
$0 I
$0
1 $0 1
$400,00
Northway Drive Reconstruction 1
$362,000 1
$74,000
1 $0 1
$98,000 I
$19,000
$41,000 1
$0
$0
$594000
,
(West Palmer Lake Drive Resurfacing 1
$0 1
$45,000
1 $0 1
$0 I
$0 1
$0 1
$0
1 $0
$45
,000
(June Avenue Resurfacing (57th to 63rd Ave) 1
$0 1
$0
1 $15,000 1
$0 I
$0
$0
$0
I $0
$15,0001
Shingle Ck Trail - Central Park to CR 10 1
$0
$0
$0 J
$0 I
$0
I
$0
_
$-0-
1 $90,000 ,
$90,0001
IArboretum South Parking Lot Reconstuction
$0
_$D
$D I
$0 I
$0 I
$0 I
$0
1 $19,000 1
$19,0001
I1Nest Central Park Trail Rehabilitation
$0
$0
$0 I
$0 1
$0 1
$0 1
$0
1 $135,000 1
$135,000
69th Ave Sidewalk Replacement
$0
$0
I $0 1
$0 1
$0 1
$0 1
$0
1 $25,500 1
$25,5001
(Xerxes Avenue 1
$376,000
$26,000
1 $802,000 !
$0 1
$55,000 1
$133,000 1
$18,000
1 $0 1
$1,410:0000
2008 Subtotal
$1,755,000
$1,050,000
$817,000
$1,145,000
$1,201,000
$954,000
$79,000
$269,500
$7,270,500
2008
Iftrich Neighborhood 1
$441,000 I
$801,000
1 $0 1
$1,447,000 {
$245,000 1
$132,000 1
$36,000
1 $0 1
$3,102.0001
etland 639W participation with SCWMC 1
Golf Course Waterrnain Replacement
terbrook
$0 I
$0
$0
$0
1 $0 1
$0 1
$165,000 1
$0 1
$0 1
$0 I
$0 1
$120,000
$0
$0 I
1 $0 1
$0 I
$165,000
$120,000
V
e Water Ponds 12-002 812-003 Dredging
$0
$0
$0
$110
000
0
0
1
,
$
1
$
$0 1
$0
x110,000
gle Creek Pkwy/69th Overlay
$0 I
$0
( $295,000 1
$0
$0 1
$0
$0 1
$0 I
$295,000
IFmergency Bypass for Lift Station 6
$0 I
$0
1 $0 I
$0
$98,000
$0
$0
1 $0 I
$98,0001
(Northport Tennis Court Resurfacing
$0 1
$0
I $0 1
$0
$0
$0
$0
1 $18,000 I
$18,0001
Pest Palmer Park Tennis Court Resurfacing
ve
d
I
$0
$0
$0 1
$0
$0 I
$0
$0
I $18,000
$18,0001
(Ri
r
ale Open Picnic Shelter
$0
$0
$0 1
$0 I
$0 I
$0 1
$0
1 $65,000 1
$65,0001
2009 Subtotal
$441,000
$801,000
$295,000
$1,722,000
$343,000
$252,000
$36,000
$101,000
$3,991,000
2010
Dupont Avenue Reconstruction
I
$816,000
$0
$1,365,000 1
$563,000 1
$308,000
$290,000 1
$25,000
1 $0 I
$3,367,000
Twin Lake North / Lakeside Neighborhood
$904,000
$1,305,000
$77,000 1
$1,108,000 1
$970,000
$902,000 1
$53,000
1 $0 i
$5,319,000
(Vincent Neighborhood I
$75,000 1
$117,000
I $0 1
$155,000 1
$45,000 1
$26,000 1
$0
1 $0
$418,000
Willow Lane Open Picnic Shelter I
$0 1
$0
$0 1
$0 I
$0
$0 {
$0
1 $70,000
$70,000
Kylawn and Firehouse Park Trail Rehab. {
$0
$0
$0 1
$0 I
$0 1
$0 I
$0
1 $62,000
$62,000
2010 Subtotal
$1,795,000
$1,422,000
$1,442,000
$1,826,000
$1,323,000 $
1,218,000
$78,000
$132,000
$9,236,000
2011
Logan Neighborhood Reconstruction
Lift Station No
9 Force Main Re
lacement
$972,000 {
$0
_ $906,000
$0
_ $0
0
$_873,000 1
$395,000
0
$720,000 1
_ $54,000
$0
$3,920,000
.
p
I_. $
_ $0
$415,00
$0 j
$0
$0
$4
1
5,000
Traffic Signal Replace at SCP and 1-94
$0
$0
_1~ $303,000
$0
$0 I
-
$0 1
$0
$0
.
.
$
,000
Storm Water Pond 12-005 Rehab
-
- - $0
$0-
$0 I
$_4_9.000
$0 I
$0 1
$0
$0
$49
$49.0001
West Palmer Park Building Replacement
- - - - -
$0
-
$0
$0
$0 s
$0
$0 1
_
- -
$0
$270,000
_ _ _
$270,000
Unity Avenue Reconstruction
$181,000
$128,000
$0 1
$89,000
1
$15,000
$206,000
$13,000
1 $0
$632,000f
2011 Subtotal
$1,153,000
$1,034,000
$303,000
$1,011,000
$825,000
$926,000
$67,000
$270,000
$5,589,000)
°z
z
0
tv
O
O
v
00
Table 2
Capital Improvement Program (2008 - 2022)
Revised November 30, 2007
Special
Street
MSA
Storm Drainage
Sanitary Sewer
Water
Street Light
Capital Projects
Total Project
Project
Assessments
Reconst. Fund
Fund
utility
utility
utility
utility
Fund
Cost
2012
(Evergreen Park Fence 8 Court Reconstruction 1
$0 I
$0 1
$0
1 $0 I
$0 1
$0 1
$0
I $77,000 1
$77,000
(Evergreen Athletic Field Lighting Replacement 1
$0 ;
$0 1
$0
1 $0 1
$0 1
$0 1
$0
{ $105,000 I
$105,000
]Northport Park Building Replacement 1
$0
$0 1
$0
$0
$0 1
$0
$0
$275,000
$275,0001
lWater Tower No. 2 - Painting 1
$0
$0 1
$0
1 $0 1
_ $0
I
$718,000 T
$0
$0
$718,0001
SWater Pond 18-001 Rehab
$0
$0
_$0
$155,000 I
$0
$0
$0
$0_
$155,0001
Water Pond 46-001 Rehab
$0
$0
$39,000
$0
$0
$0
$0
$39,0001
ast Palmer Lake Neighborhood Reconstruction
$768,000
$860,000
$0
1 $756,000 1
$345,000 1
$315,000 1
$40,000
1 $0 1
$3,084,000
2012 Subtotal
$768,000
$860,000
$0
$950,000
$345,000
$1,033,000
$40,000
$457,000
$4,453,000
2013
Baseball Backstop Replacements I
$0 1
$0 1
$0
1 $0 1
$0
$0 1
$0
1 $20,000 1
$20,000
Storm Water Pond 60-001 Rehab 1
$0 1
$0 1
$0
$17,000 j
$0
$0 1
$0
` $0 1
$17,000
1Humboldt Ave N (53rd to 57th) Reconstruction 1
$260,000 1
$0 '
$0
$0 1
$100,000 1
$90,000 1
$28,000
1 $0 1
$478,000
]Kytawn Park Neighborhood Reconstruction 1
$1,358,000 1
$866,000 1
$538,000
$878,000 1
$1,005,000 1
$958,000 1
$51,000
$0 1
$5,654,000
2013 Subtotal
$1,618,000
$866,000
$538,000
$895,000
$1,105,000
$1,048,000
$79,000
$20,000
$6,169,000
2014
Central Park Tennis Courts Resurfacing 1
$0
$0
$0
1 $0 1
$0 1
$0 1
$0
1 $75,000
$75,000f
IStorm Water Pond 50-001 Rehab
$0 1
$0
$0
1 $69,000 1
$0 1
$0 1
$0
$0
$69,000(
1Willow Lane Trail Reconstruction
$0 1
$0
$0
1 $0 1
$0 )
$0 1
$0
$40,000
$40,00
1Wongstad Park Neighborhood Reconstruction 1
$1,515,000 1
$1,002,000 1
$397,000
1 $965,000 1
$1,075,000 1
$1,005,000 1
$52,000
$0
0
$6,011,000
2014 Subtotal
$1,515,000
$1,002,000
$397,000
$1,034,000
$1,075,000
$1,005,000
$52,000
$115,000
$6,195,000
2015
113aseball Fence Replacement 1
$0
$0
$0
$0
$0 1
$0
$0
$35,000
$35,0001
11'reeway Park Trail Replacement
$0
$0
$0
$0
$0 1
$0
$0
$28,000
$28,0001
Water Tower No. 3 Painting
$0
$0
$0
$0
$0 I
$410,000
.
- $0
$0
$410,0001
Lions Park Trail Replacement
$0
$0
$0
$0
$0 I
$0
$0
$57,000
$57,0001
163rd Avenue North Reconstruction
$286,000
$0
$2,009,000
$0
_ $112,000 1
$90,000
$53,000
$0
$2,550,0001
1Freeway Park Neighborhood Reconstruction
$1,085,000
$1,040,000
$0
$937,000
$880,000 1
_
820,000
$820,000'-'
$45,000
$0
$4,807,000]
2015 Subtotal
$1,371,000
$1,040,000
$2,009,000
$937,000
$992,000
$1,320,000
$98,000
$120,000
$7,887,000
2016
Evergreeen Park Trail Replacement
$0
1 _ $0 1
$0
1 $0
$0 1
$0
$0
$50,000 1
$50,0001
Brooklyn Blvd City Entrance Signs
_ $0 1
- _ $0
d
_ $0
1 so-
$0 1
$0
-
$0
1 $12,000 1
$12,0001
Storm Water Pond 12-004 Rehab
$0
_ $0
_
$0
1 $67_,000
_ $0 1
$6
$0
1 $0 1
$67,000
69th Avenue Greenway Fence Rehab
$0
$0 1
$0
I $0
$0 1
`
$0
$0
1 $36,000
_
$36,000
Water Tower No. 1 Painting I
$0
$0
$0
1 $0
$0 1
$360,000
$0
$0 1
$360,000
Freeway Blvd West Reconstruction
i.
$235,000
-
I $0
-
$215,000
1 $0
$0 1
$0
$0
$0
$450,000
mer Lake West Neighborhood Reconstruction
Pal
$975,000
$660,000
$0
1 $1,200,000
$813,000 1
_
$753,000
$50,000
$0
$4,451,000
L_._ 2016 Subtotal
$1,210,000
$660,000
$215,000
$1,267,000
$813,000
$1,113,000
$50,000
$98,000
$5,426,0001
P
U
C
t-"
7-
0
z
C
N
0
O
J
06
Table 2
Capital Improvement Program (2008 - 2022)
Revised November 30, 2007
Project
2017
(West River Rd Trail Replacement
(Evergreen Neighborhood Reconstruction I
2017 Subtotal
Special
Street
MSA
Storrs Drainage
Sanitary Sewer
Water
Assessments
Reconst. Fund
Fund
Utility
Utility
utility
$0
1 $0
$0
$0 1
$0 1
$0 I
$1,527,000
1 $700,000 1
$1,195,000
I $1,500,000 1
$710,000 1
$1,305,000 I
$1,527,000
$700,000
$1,195,000
$1,500,000
$710,000
$1,305,000
2018
Central Park East Trail Replacement I $0 1 $0 $0 $0 1 $0 I $0 1
Firehouse Park Neighborhood Reconstruction 1 $1,903,000 1 $1,050,000 1 $405,000 1 $2,116,000 1 $827,000 1 $735,000 1
2018 Subtotal $1,903,000 $1,050,000 $405,000 $2,116,000 $827,000 $735,000
2019
Park Playground Equip _Replacement
I
$0 (
$0 1
;Interstate Neighborhood Reconstruction
$1,120,000
$1,025,000 I
2019 Subtotal
$1,120,000
$1,025,000
i 2020
;Park Playground Equip Replacement
$0
$0
ILogan/Lilac/57th Avenue Reconstruction
1
$450,000
$0
(Grandview Neighorhood Reconstruction
1
$2,070,000
$950,000
2020 Subtotal
$2,520,000
$950,000
2021
Park Playground Equip Replacement
I
$0 1
$0 1
Ryan Lake Industrial Park
1
$335,000 1
$165,000 1
2021 Subtotal
$335,000
$165,000
2022
(Palmer Lake Trail Mill and Overlay
1
$0
$0
{Northwest Area Neighborhood / 51st Ave Mill & Overlay 1
$125,000 1
$215,000 i
2021 Subtotal
$125,000
$215,000
$0 I $0 L $0 I $0
$0 1 $1,670,000 I $1,090,000 1 $1,020,000
$0 $1,670,000 $1,090,000 $1,020,000
Street Light
Capital Projects
Total Project
0
Utility
Fund
Cost
y
$0
1 $115,000 1
$115,0001
$65,000
1 $0 I
$7,002,0001
Z
$65,000
$115,000
$7,117,000
O
[J
$0
1 $98,000 1
$98,0001
O
$70,000 1
$0 1
$7,106,0001
1
$70,000
$98,000
$7,204,000
to
00
$0
$203,000 I
$203,000
$46,000
$0
$5,973,000
$48,000
$203,000
$6,176,0001
$0 '
$0 1
$0
1 $0 1
$0 1
$207,000 1
$207,000
$1,075,000 I
$0 (
$46,000
I $150,000 1
$20,000
$0 i
$1,741,000
$305,000 i
$1,465,000 i
$1,175,000
1 $1,100,000 1
$84,000 1
$0 1
$7,149,0001
$1,380,000
$1,465,000
$1,221,000
$1,250,000
$104,000
$207,000
$9,097,000
$0 I
$0 I
$0
I $0 I
$0_1
$211,000
$211,0001
$0 1
$437,000 1
$211,000
I $541,000 1
$32,000 1
$0
$1,721,0001
$0
$437,000
$211,000
$541,000
$32,000
$211,000
$1,932,000
$0 I
$0 1
$0
$0 1
$0 1
$180,000
$180,000
$0 I
$35,000 I
$25,000
$25,000 1
$0 1
$0
$425,000
$0
$35,000
$25,000
$25,000
$0
$180,000
$605,0001
.
RESOLUTION NO. 2007-158
Maranatha Neighborhood Improvements
The Maranatha Neighborhood Improvement Project area
is bounded by the western city limits, Noble Avenue on
the east, Interstate 94 on the south and 69's Avenue on
the north. The total project length is 14,341 feet. The
neighborhood consists of approximately 225 residential
zoned properties.
Streets
A majority of the streets in the Maranatha Neighborhood
are currently 30 feet wide with no curb and gutter.
Pavement was originally installed between 1954 and - _ j
1960. The street pavement is deteriorated throughout
most of the neighborhood due to the age of the pavement and inadequate drainage in most areas.
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 water main in the Maranatha project area consists of 6-inch and 8-inch diameter cast iron pipe
installed between 1956 and 1974. Scott Avenue and portions of 67"' Avenue contain 12-inch ductile iron
pipe installed in 1974. Lee, Major and 70* Avenue contain 6" ductile iron pipe installed in 1985. Water
records indicate that four main breaks have occurred within the neighborhood. Minor water quality
problems have also been reported by residents. Proposed water main improvements include replacement
of 6 and 8-inch diameter water mains and services in the project area south of 69`h Avenue. Replacement
of water main along 69'" Avenue, Scott Avenue and the crossings under Interstate 94 are not included
within the scope of this project.
Sanitary Sewer
The sanitary sewer within the neighborhood consists of 8-inch diameter vitrified clay pipe installed
between 1956 and 1966. A majority of the sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity.
Replacement of sanitary sewer pipes and access structures is also proposed as part of the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding
and preserve street pavement. Storm water runoff from the western portion of the neighborhood currently
drains overland to a corrugated metal pipe storm sewer along 68' Avenue eventually discharging into
Toledo Avenue in Brooklyn Park. Runoff from the western portion of the groject area drains to one small
diameter storm sewer system at the intersection of Orchard Avenue and 68 Avenue.
Proposed storm sewer improvements include replacement of the undersized storm main along the
eastern boundary of the project, replacement of all corrugated metal storm sewer pipe and expansion of
lateral storm sewer pipes to collect runoff from each street within the neighborhood. Preliminary project
design should also include the evaluation of installing in-line water quality treatment devices to partially
treat storm water runoff prior to discharging from the neighborhood.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Xerxes Avenue Improvements
The Xerxes Avenue Improvement Project area includes Xerxes Avenue
from Shingle Creek Parkway to the 1-694 bridge, Xerxes from Northway
Drive to T.H. 100, 55"' Avenue and 56`6 Avenue as shown on the adjacent
figure. The total project length is 5,003 feet. Adjacent land uses are
primarily commercial (CIA and C2) with some multifamily residential
properties near Shingle Creek Parkway and Northway Drive.
Streets
Xerxes Avenue, 5501 Avenue and 56th Avenue are designated Municipal
State Aid Routes. The existing streets within the project area have
bituminous pavement with concrete curb and gutter. A majority of these
street segments were constructed in the early 1960s. The current pavement
conditions range from very poor on the north end and fair to poor on the
south end of the project area. A majority of the curb along the southern
end of the project is highly deteriorated.
~in b No to
The proposed improvements, based on a recent condition survey, include
the replacement of 100 percent of the existing curb along Xerxes Avenue south of Northway Drive and 30
percent curb replacement along 55"' and 56"' Avenues. Pavement improvements include a 3-inch mill and
overlay along the portion of Xerxes north of I-694 (not pictured above) and full depth pavement
replacement along the remaining portion of Xerxes Avenue as well as 55th and 560i Avenues.
Water main
The existing water main within the project corridor consists of 12-inch diameter cast iron pipe installed in
1961 along Xerxes Avenue and 6-inch diameter cast iron pipe along 560i Avenue installed in 1966.
Public water main is not located within 550i Avenue. Water records indicate one main break has occurred
within the project area. The condition of the existing water main is generally good, except for possible
high corrosion conditions near T.H. 100. Proposed water main improvements could include the
replacement of 12-inch diameter water main along Xerxes Avenue between 550i Avenue and T.H. 100.
The project cost estimate also includes the replacement of some miscellaneous valves and hydrants as
necessary.
Sanitary Sewer
The existing sanitary sewer within the project corridor consists of 8-inch diameter vitrified clay pipe
installed in 1964. Sanitary sewer is not located within 55" and 560' Avenues. The current condition of
sanitary sewer is generally fair throughout most of the project area. The sanitary sewer is scheduled to be
televised during the planning phase of the project to determine the extent of necessary repairs. The
current project cost estimate includes replacement of sanitary sewer from 55°6 Avenue to T.H. 100 and
replacement of existing structure castings.
Storm Sewer
A trunk storm sewer line extends along Xerxes Avenue south of County Road 10 and discharges to the
regional storm water treatment system within the Centerbrook Golf Course. The portion of Xerxes
Avenue north of County Road 10 drains eastward into Shingle Creek. A televising inspection must be
performed to document the condition of the existing pipe. The storm sewer system along Xerxes Avenue
has not required extensive maintenance in the past. The anticipated drainage improvements include
replacement of catch basin castings and minor pipe repairs.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Northway Drive Improvements
The Northway Drive Improvement Project
area extends from County Road 10 to Shingle
Creek as shown on the adjacent figure. The
total project length is 2593 feet. Adjacent land
uses include commercial (C 1 A and C2), and
high density residential (R5) properties.
4/
a
Y
CORONO10
Streets f \7-/ I
The existing streets within the project area
have bituminous pavement with concrete curb and gutter. These street segments were constructed in the
1967 and 1969. The current pavement condition is poor due to normal deterioration and several street
patches due to underground utility work. A majority of the existing curb and gutter within the project
area is highly deteriorated. Proposed street improvements include the replacement of 100 percent of the
existing curb and full depth pavement replacement.
Water main
The existing water main within the project corridor consists of 8-inch and 10-inch diameter cast iron pipe
installed in 1967 and 1969. Water records indicate two main breaks* have occurred within the
neighborhood. The water main within the project area is generally in good condition. Water main repairs
should be limited to the replacement of miscellaneous valve and hydrants based on current conditions.
Sanitary Sewer
The existing sanitary sewer within the project corridor consists of 8-inch diameter vitrified clay pipe and
8-inch Armco truss pipe installed in 1967 and 1969. Substantial problems with the sanitary sewer in the
project area have not been noted at this time. The sanitary sewer is scheduled to be televised during the
planning phase of the project to determine the extent of necessaryrepairs. The current project estimate
includes minor repairs to the sanitary pipe and replacement of structure castings.
Storm Sewer
The storm sewer system along the western portion of Northway Drive drains to the Xerxes Avenue
drainage system. The storm sewer along the eastern portion of Northway Drive•flows east and discharges
directly into Shingle Creek. Scheduled storm sewer improvements include the replacement of
approximately 400 feet of piping near the eastern intersection of County Road 10, replacement of catch
basin castings and installation of an in-line sediment removal structure upstream from the discharge outlet
to Shingle Creek.
1
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
1
Aldrich Neighborhood Improvements
The Aldrich Neighborhood project area extends from Dupont
Avenue to Interstate 94 and from 59`s Avenue to 57d' Avenue.
The project area contains a total of 8,010 linear feet of local
streets. The neighborhood consists of approximately 103
residential properties.
Streets
The majority of the streets in the project area were originally Fur
constructed in 1968 through 1969. Existing streets are
generally 30 feet wide with no curb and gutter. The street
pavement is deteriorated throughout most of the neighborhood MMLHEI
due to the age of the pavement and inadequate drainage.
Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and full depth replacement of bituminous street pavement. -
Water main
The existing water main in the Aldrich Neighborhood area consists of 6-inch, 8-inch and 10-inch diameter
cast iron pipe throughout the project area and 24-inch diameter steel water main along 59th Avenue. A
majority of the existing cast iron waterman was installed between 1964 and 1968 and is believed to have
an internal lining. New segments of 8-inch diameter water main and sanitary sewer were installed on the
southern part of Camden Avenue as part of the 1996-06 project. A condition survey must be conducted
for the existing water system in the neighborhood to determine the extent of corrosion. Water records
indicate one main break has occurred within the neighborhood. The water main is in fair condition based
on current maintenance records. The current project cost estimate includes replacement of watermain
along Aldrich, Bryant and Camden Avenues due to isolated areas of corrosion or as necessary to allow for
the replacement of sanitary sewer and trunk storm sewer within the neighborhood.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers along local
streets and a 12-inch diameter reinforced concrete trunk sewer along the Xcel easement between 57th
Avenue and 58th Avenue. These sewers were originally installed between 1959 and 1962.
Approximately 75 percent of the sanitary sewer is subjected to 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 cost estimate
includes replacement of approximately 50 percent of the 8-inch diameter sanitary sewer. The sanitary
sewer located along Camden Avenue must be lowered to facilitate the installation of a new trunk storm
sewer between 57d' and 59d' Avenues.
Storm Sewer
A substantial portion of the southeastern section of the city drains through two trunk storm sewers located
along 59'h Avenue and along the west side of Interstate 94. These trunk storm sewers, installed in 1952,
are under-sized and do not provide sufficient capacity to convey storm water runoff through the
neighborhood and under Interstate 94. The installation of new trunk storm sewers along Camden Avenue,
59th Avenue and under I-94 is necessary to prevent local flooding. The current project cost estimate
includes the replacement of storm sewer throughout the project area, boring a new trunk storm line under
Interstate 94 and installation of two precast water quality treatment devises. A detailed description of the
proposed storm drainage improvements are further described in a feasibility report titled "59`h Avenue
Trunk Storm Sewer Improvements" prepared by Bonestroo & Associates in 2006.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Humboldt Avenue South Improvements
The Humboldt Avenue South project area extends from 53`d Avenue to 57 h
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 and
sanitary sewer improvements as described below.
Water main
The existing water main in the Humboldt Avenue South project area consists
of 6-inch diameter cast iron pipe (C1P) 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
that water main will be replaced between 53`d and 55`h Avenues to coincide
with sanitary sewer replacement.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay gipe lateral sewers. These sewers
were originally installed in 1952. Sanitary sewer between 53`d and 55 Avenues 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 sanitary sewer between
53'd and 55 h Avenues.
Storm Sewer
The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a
trunk line along 55s' Avenue. This storm sewer was installed in 1952. The current project cost estimate
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.
1
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Dupont Avenue Neighborhood Improvements
The Dupont Avenue Neighborhood project area extends from 73rd Avenue to 57th
Avenue. The total project length is 10,007 feet. The neighborhood consists of
approximately 140 residential properties and the Brooklyn Center High School
property and one city parcel.
Streets
The entire length of the project area is designated as a Minnesota State Aid Route.
The majority of the streets in the project area were originally constructed between
1963 and 1968. The existing street between 57`b Avenue and 67th Avenue is 42 feet
wide with concrete curb and gutter. The existing street between 67th Avenue and 73rd
Avenue are 30 feet wide with no curb and gutter. 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 between 59th Avenue and Lilac Drive N and between
67th Avenue and 73`d Avenue. Proposed improvements for the remaining areas
include 20 percent curb replacement, 10 percent sidewalk replacement and
installation on new street pavement.
Water main
The existing water main in the south port ion of the project area is 6-inch diameter
cast iron pipe installed in 1968 and 1969. Dupont Avenue between Interstate 94 and
69th Avenue contains a 30-inch steel water main installed in 1963. The water main
between 69th Avenue and 73rd Avenue consists of 6-inch and 12-inch cast iron pipe
installed in 1961 and 1962. A majority of the existing water main is believed to have
a cement based internal liner. The corrosion rate within the project area has not been WE
thoroughly documented at this time. However, there is a history of water main breaks along Dupont
Avenue between 69th and 73rd. The current project estimate includes complete water main replacement
between 59th Avenue and Lilac Drive N and between 67th Avenue and 73rd Avenue. No water main
replacement is anticipated in the remaining areas.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1960, 1961 and 1967. 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 the system
conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair.
The current project cost estimate includes 100 percent sanitary sewer replacement between 57th Avenue
and Lilac Drive N and between 67th Avenue and 73`d Avenue.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the existing trunk storm sewer lines flowing to the Mississippi River. These trunk storm
lines area located on 70th Avenue, 65th Avenue, 59th Avenue and 57th Avenue. The current project cost
estimate includes 100 percent storm sewer replacement between 57 h Avenue and Lilac Drive N and
between 67th Avenue and 73'd Avenue. The cost estimate also includes the replacement of approximately
5 catch basins and approximately 700 feet of smaller diameter lateral storm pipe in the remaining areas.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Twin Lake North Improvements
The north portion of the Twin Lake North project area extends
from County Road 10 to 55"' Ave, and from Admiral Lane to
Brooklyn Blvd. The south portion of the project area extends
from 53rd Ave. to 50s' Ave., and from East Twin Lake Blvd to
Highway 100. The total project length is 15,745 feet. The
neighborhood consists of approximately 209 residential
properties (RI and R4) and 4 commercial properties (C1).
Streets
51" Avenue east of Brooklyn Blvd is a designated Municipal
State Aid Route. The majority of the streets in the project area
were originally constructed in 1965 and 1967. Existing streets
are generally 30 feet wide with no curb and gutter. The service
road along Brooklyn Boulevard is currently 25 feet wide. 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, installatign of curb and
gutter to improve drainage and,placement of bituminous street
pavement.
Water main
The existing water main in the north portion of the project area is 6-inch diameter cast iron pipe installed
in 1965. The south portion of the project area contains 6-inch and 8-inch diameter cast iron pipe installed
in 1966 and 1967. A majority of the existing water 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. However,
there is a history of water main breaks along East Twin Lake Blvd. and Great View Avenue. The current
project estimate assumes complete replacement of the water main within the project area.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed in 1956 and 1958. The south portion of the project area contains 8-inch diameter VCP
installed in 1958 and 1960. Approximately 75 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. Further investigation of the sewer line within Brooklyn Boulevard is necessary to determine if
cured-in-place pipe rehabilitation is necessary or warranted.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from the
portion of the project area south of 53'd Avenue and West of France Avenue is conveyed to Twin Lake. 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 higher capacity will be needed to minimize local flooding.
The current project cost estimate assumes complete replacement of the storm sewer system as part of the
scheduled neighborhood improvements. The current cost estimate includes an in-line treatment device to
remove sediment prior to discharging runoff into Twin Lake.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
1
Logan Neighborhood Improvements
The Logan Neighborhood project area extends from Logan Avenue to
Humboldt Avenue and from 73`d Avenue to 69m Avenue. The project area
includes a total of approximately 12,321 feet of local streets. The
neighborhood consists of approximately 210 single family residential
properties (Rl) and 1 multi-family residential property (R5).
Streets
The majority of the streets in the project area were originally constructed
in 1962 through 1969. Existing streets are generally 30 feet wide with no
curb and gutter. Poor surface drainage and low stability subgrade material
has resulted in deteriorated pavement throughout the neighborhood.
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
Existing water main in the Logan Neighborhood area consists of 6-inch
and 10-inch diameter cast iron pipe installed between 1960 and 1969.
Higher corrosion rates have been noted within a majority of the project area. Water records indicate
thirteen main breaks have occurred within the area. Several isolation valves have also failed within the
project area. Complete water main replacement within the project area is scheduled.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch and 10-inch diameter vitrified clay
pipe originally installed in 1960 and 1965. A short segment of sanitary sewer along Irving Avenue was
installed in 1978. Approximately 30 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. A televising inspection is necessary to determine the extent of sanitary sewer replacement is
justified. The current project cost estimate includes the replacement of 50 percent of the sanitary sewer
pipes and access structures within the neighborhood. The cost estimate also includes cured-in-place pipe
rehabilitation for the 10-inch diameter sanitary sewer extending along 71' Avenue from Logan Avenue to
Humboldt Avenue. The actual cost may need to be adjusted upon completion of a condition survey.
Storm Sewer
The existing storm sewer in the project area ranges in size from 18-inch to 33-inch diameter reinforced
concrete pipe. The project area contains one trunk storm line running through an easement from 73'd
Avenue to 71" Avenue, then flowing east to Humboldt Avenue. The current project cost estimate
assumes that an expansion and replacement of a vast majority of the storm sewer system will be necessary
as part of the scheduled neighborhood improvements. The current estimate does not include replacement
of the trunk storm sewer noted above.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Unity Avenue Improvements
The Unity Avenue project area extends from the north city limits to 69 h
Avenue. The total project length is 2,786 feet. The neighborhood
consists of approximately 100 residential properties (R3).
Streets
The Unity Avenue was originally constructed in 1978. The existing
street is 30 feet wide with concrete curb and gutter. The overall
pavement condition rating is fair. Private streets adjacent to Unity
Avenue, such as 71", 72°d and 73`d Circle, are not included as part of the
project. Proposed street improvements consist of the reconstruction of
the of bituminous street pavement and replacement of concrete curb as
necessary based on the extent of water main replacement on the west
side of Unity Avenue.
Water main
The existing water main in the project area is 8-inch and 10-inch r=M
diameter ductile iron pipe installed in 1977 and 1978. The corrosion
rate within the project area has not been thoroughly documented at this
time. The Public Utility Division will excavate and inspect various
fittings to determine the extent of water main replacement that is
warranted. Water records indicate that two main breaks have occurred within
Elevated corrosion rates have been documented within this segment of watermain.
estimate includes replacement of water main along Unity Avenue.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch and 10-inch diameter poly
vinyl chloride (PVC) pipe installed in 1977. The condition of the sanitary sewer system within the
neighborhood is rated as good. The current project estimate includes replacement sanitary sewer castings
only.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the storm water ponds surrounding Unity Avenue. The existing storm sewer in the
project area consists of 15-inch to 24-inch diameter reinforced concrete pipe installed in 1978. The
current project cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Project Summary
2008 Capital Improvement Program
the neighborhood.
The current project
RESOLUTION NO. 2007-158
I
East Palmer Lake Neighborhood Improvements
The East Palmer Lake Neighborhood project area extends from Penn
Avenue to Morgan Avenue and from 69th Avenue to 73rd Avenue. The
project area includes a total of approximately 10,460 feet of local streets.
The neighborhood consists of approximately 169 single family residential
properties.
Streets
The majority of the streets in the project area were originally constructed
between 1962 and 1969. Existing streets are generally 30 feet wide with no
curb and gutter. Poor surface drainage and low stability subgrade material
has resulted in deteriorated pavement throughout the neighborhood.
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
Existing water main in the East Palmer Lake Neighborhood area consists of
6-inch diameter cast iron pipe installed between 1960 and 1969. Water
records indicate that no water main breaks have occurred within the project
area. The Public Utility Division will excavate and inspect various fittings to determine the extent of
water main replacement that is warranted. The replacement of approximately 50 percent of the water
main within the project area is currently included in the project cost estimate to facilitate replacement of
sanitary sewer as noted below.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch and 10-inch diameter vitrified clay
pipe originally installed in 1960 and 1965. Approximately 30 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. A televising inspection is necessary to determine the extent of sanitary
sewer replacement is justified. An estimated 50 percent of the sewer system is in poor condition. The
current project cost estimate assumes replacement of 50 percent of the sanitary sewer pipes and access.
structures. The actual cost may be reduced upon completion of a condition survey.
Storm Sewer
The existing storm sewer ranges in size from 15-inch to 21-inch diameter reinforced concrete pipe. The
project area contains three small storm sewer lines that run to Palmer Lake. Much of the small diameter
storm sewer must be reconfigured to reduce local flooding and preserve street pavement. The current cost
estimate assumes replacement of all storm sewer in the project area.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Kylawn Park Neighborhood Improvements
The north portion of the Kylawn Park 3
Neighborhood project area extends from County
Road 10 to 61$` Ave, and from June Ave to
Brooklyn Blvd. The south portion of the project
area includes 58a' Place and Major Ave. The total
project length is 15,311 feet. The neighborhood
consists of approximately 279 residential l
properties (RI and R4) and 1 commercial property
(C1).
Streets ® r~ i
June Avenue from County Road 10 to 61" Avenue
is designated as a Municipal State Aid Route. The LLl L1ll
majority of the streets in the project area were
originally constructed in 1965 and 1968. 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 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 on June Avenue is 8-inch diameter cast iron pipe installed in 1955. The
remaining project area consists of 6-inch cast iron pipe installed between 1963 and 1966. A majority of
the existing water 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. Water records indicate that three main
breaks have occurred within the neighborhood. In general, cast iron water main is highly vulnerable to
leaks and breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current
project estimate includes complete replacement of water main within the project area to facilitate the
replacement of sanitary sewer as noted below.
Sanitary Sewer
The sanitary sewer along Major Avenue consists for 8-inch diameter vitrified clay pipe (VCP) installed in
1967. The remaining project area contains 8-inch and 10-inch diameter vitrified clay pipe installed
between 1956 and 1959. Approximately 90 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
The storm water runoff from the southeast portion of the project area is collected in the existing storm
sewer system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course.
Runoff from the southwest portion of the project area is conveyed to the Northport Park storm water
pond. Expansion of the storm system and increased conveyance capacity is needed to minimize local
flooding. The current project cost estimate assumes complete replacement of the storm sewer system as
part of the neighborhood improvements.
I
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Wangstad Park Neighborhood Improvements
The Wangstad Park Neighborhood extends from
Noble Ave. to Brooklyn Blvd and from 63`d Ave.
to 61St Ave. The total project length is 15,884 feet.
The neighborhood consists of approximately 257
residential properties (RI and R4) and 6
commercial properties (C 1).
Streets
June Avenue from 6151 to 63'a is a designated
Municipal State Aid Route. The majority of the
streets in the project area were originally
constructed between 1966 and 1968. 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 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 is 6-inch and 8-inch diameter cast iron pipe installed in 1955
and between 1960 and 1969. A majority of the existing water 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.
Water records indicate that three main breaks have occurred within the neighborhood. In general, cast
iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent
sanitary sewer as noted below. The current project estimate includes replacement of the water main
within the project area to facilitate the replacement of sanitary sewer as noted below.
Sanitary Sewer
The sanitary sewer the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed between.
1956 and 1960. Approximately 85 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
The Wangstad Park Neighborhood has only one short stretch of storm sewer on 61St Avenue. An
expansion of the storm drainage system within the project area is necessary to reduce local flooding and
preserve street pavement. The existing storm sewer in the project area flows from France Avenue. to
Brooklyn Blvd. The pipe size and material are unknown. The cost estimate for this project area assumes
new storm sewer installation in the entire project area.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
63rd Avenue Improvements
The 63rd Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area
contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55
residential properties (RI to R4) and 1 commercial zoned property (C2).
Streets
This segment of roadway is designated a Municipal State Aid Route. 63rd Avenue was originally
constructed in 1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street
improvements consist of the replacement of curb and gutter to improve drainage, full depth replacement
of bituminous street pavement and complete sidewalk replacement.
Water main
The existing water main in the 63rd Avenue project area consists of 6-inch and 10-inch diameter cast iron
pipe (CIP) installed between 1956 and 1958. A condition survey must be conducted for the existing
water system in the project area to determine the extent of corrosion. Water records indicate three main
breaks have occurred within the project corridor. The water main is in fair condition based on current
maintenance records. The current project cost estimate includes replacement of approximately 20 percent
water main and miscellaneous hydrants as necessary in the project. area.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers
were originally installed between 1956 and 1960. Approximately 35 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 cast-in-place pipe (CIPP) in 35
percent of the sanitary sewer.
Storm Sewer
63rd Avenue contains two storm drainage systems. The first drainage system consists of 12-inch and 15-
inch diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm
drainage pond in Cahlander Park. The second storm system ranges from 18-inch to 36-inch reinforced
concrete pipe. This system drains to Brooklyn Boulevard and then to Shingle Creek The current project
cost estimate includes replacing a majority of catch basin structures, castings and various pipe laterals.
Project Summary -
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Freeway Park Neighborhood Improvements
The Freeway Park Neighborhood project area
extends from Grimes Ave to Xerxes Ave and from IN b
zE3
69'h Ave to Interstate 94. The project area
includes a total of approximately 12,869 feet of t
local streets. The neighborhood consists of
approximately 216 residential properties.
Streets IQ 1 16 -2:..L o
_ a
The majority of the streets in the project area were EMVE 94
originally constructed between 1967 and 1968. ~e~r c^r
Existing streets are generally 30 feet wide with no
curb and gutter. Poor surface drainage and low stability subgrade material has resulted in deteriorated
pavement throughout the neighborhood. 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
Existing water main in the Freeway Park Neighborhood consists of 6-inch diameter cast iron pipe
installed between 1956 and 1960. Existing water main along France Ave. consists of 16-inch cast iron
pipe installed in 1956. This water main is trunk feeder from Water Tower No. 1 on the corner of 69t`
Avenue. and France Avenue. Higher corrosion rates have been noted within a majority of the project area.
Water records indicate thirteen main breaks have occurred within the area. The current cost estimate
assumes 100 percent of the water main in the project area will be replaced.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch diameter vitrified clay pipe originally
installed between 1956 and 1961. A sanitary sewer trunk line consisting of 21-inch diameter corrugated
metal pipe runs along Ewing Avenue, 68`s Avenue. and Thew Avenue. A cured-in-place liner was
installed along the 21-inch diameter trunk sanitary sewer as part of project 1995-11. This portion of the
sanitary sewer collection system is not proposed to be replaced with the project. Approximately 50
percent of the remaining 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. At least 50
percent of the sewer system is in poor condition. Replacement of the 8-inch diameter sanitary sewer
pipes and access structures are proposed as part of the project.
Storm Sewer
The Freeway Park improvement area consists of five small diameter storm sewer lines draining to 69*
Avenue and Interstate 94. The existing storm sewer ranges in size from 12-inch to 21-inch diameter
reinforced concrete pipe. The current cost estimate assumes replacement of the storm sewer in the
improvement area to increase conveyance capacity and minimize local flooding during larger storm
events.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Freeway Boulevard West Improvements
The Freeway Blvd West project area extends from a
Xerxes Avenue. to the Shingle Creek Bridge. The
project area contains a total of 2,826 linear feet of local streets. The neighborhood consists of
approximately 9 commercial/industrial properties.
Streets
This segment of roadway is designated as a Municipal
State Aid Route. Freeway Blvd was originally
constructed in 1974. The existing street is generally
45 feet wide with concrete curb and gutter. The street
pavement exhibits a moderate rate of deteriorated due to higher volumes of traffic. The current cost
estimate assumes street improvements that consist of approximately 15 percent curb replacement, 10
percent sidewalk replacement, 25 percent concrete apron replacement and a 2 %2 -inch mill and overlay of
the bituminous pavement.
Water main
The existing water main in the Freeway Blvd West project area consists of 12-inch diameter cast iron pipe
installed in 1974. The water main is in good condition based on current maintenance records. The
current project cost estimate includes no water main replacement.
Sanitary Sewer
The existing sanitary sewer along the west half of the project area consists of 15-inch diameter reinforced
concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of
8-inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within
the neighborhood is rated as good. The current project cost estimate includes no sanitary sewer
replacement.
Storm Sewer
The storm sewer on Freeway Blvd consists of 12-inch to 30-inch diameter reinforced concrete pipe that
drains to Shingle Creek. This storm sewer was installed in 1974. The current project cost estimate
includes replacing structure castings and isolated pipe laterals as necessary within the project area.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Vincent Neighborhood Improvements
The Vincent Neighborhood project area extends from the
Centerbrook Golf Course to 53`s Avenue and from Highway
100 to Vincent Avenue. The total project length is 1,616 feet.
The neighborhood consists of approximately 15 residential
properties.
Streets
The majority of the streets in the project area were originally
constructed in 1956. 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 diameter cast iron pipe installed in 1973 and
12-inch and lb-inch diameter steel water main installed in 1965. 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. The current project estimate includes replacement of the 6-inch diameter cast
iron water main within the project area.
Sanitary Sewer
The sanitary sewer in the project area consists of 9-inch diameter vitrified clay pipe (VCP) installed in
1954. The sanitary sewer in the project area extends along back property lines north of 53 d Avenue then
runs south along Vincent Avenue. The entire 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. The
current project estimate includes replacement of the sanitary sewer along Vincent Avenue and cured-in-
place rehabilitation of the sanitary sewer along the rear yards.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
south of 53'd Avenue. The current project cost estimate assumes installation of new storm sewer in the
neighborhood due to the need to increased capacity of local storm sewers and address minor local
flooding issues.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Palmer Lake West Improvements
The Palmer Lake West Neighborhood project area extends from the north
City limits to 69`" Ave. and from France Ave. to West Palmer Lake Dr. The
total project length is 11,621 feet. The neighborhood consists of
approximately 198 residential properties.
Streets
The majority of the streets in the project area were originally constructed in
1956 and 1957. 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 is 6-inch diameter cast iron pipe installed in 1956 and 1957. A majority of the
existing water 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. However, the project area has a history of
water main breaks along West Palmer Lake Dr., Ewing Ave. and Woodbine Lane. Water records indicate
seven main breaks have occurred within the area. The current project estimate includes complete water
main replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1956 and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift
station was reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was
replaced in 2003. Approximately 75 percent of the sanitary sewer in the project area 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
An expansion of the storm drainage system within the project area is necessary to reduce local flooding
and preserve street pavement. A majority of the storm water runoff from the project area is collected in
the existing storm sewer system and conveyed to a regional storm water management pond adjacent to
Palmer Lake. A trunk storm sewer line extends along back property lines north of Urban Ave. This line
consists of 54-inch diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm
sewer system and higher capacity will be needed to minimize local flooding. The current project cost
estimate assumes reconstruction of the existing storm sewer system within the street right-of-way, but
does not include the replacement of the 54-inch diameter trunk storm sewer within the rear yards.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Evergreen Park Neighborhood Improvements
The Evergreen Park Neighborhood project area extends
from Humboldt Ave. to State Highway 252 and from 69`h
Ave. to 73 d Ave. Dupont Ave. is not included in the
project area. The total project length is 16,996 feet. The
neighborhood consists of approximately 214 residential
properties (Rl to R5).
Streets
70th Avenue is designated as a Municipal State Aid Route.
The majority of the streets in the project area were
originally constructed between 1963 and 1966. Existing
streets are generally 30 feet wide with no curb and gutter.
~ P e., _C:1
70th Ave. from Dupont to Hwy 252 has concrete curb and
gutter and ranges in size from 30 to 65 feet wide. 70th
Ave. was constructed in 1982. 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 Evergreen project area contains a complex water main system. This area contains five municipal
wells and one water tower. The existing water main ranges in size from 6-inch diameter cast iron pipe to
30-inch ductile iron pipe. The main line water main in the residential areas generally consists of 6-inch
cast iron pipe installed between 1961 and 1965. A majority of the existing water main is believed to have
a cement based internal liner. There is a history of water main breaks along 72nd Ave., Woodbine Lane
and Camden Ave. Water records indicate twenty main breaks have occurred within the neighborhood.
The project design process must include a detailed hydraulics study using the City's water distribution
computer model to determine any warranted modifications to water main sizes and configuration. The
current project estimate assumes replacement of the older cast iron water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1961 and 15-inch reinforced concrete pipe installed in 1960. The south portion of the project area
contains 8-inch diameter VCP installed in the 1958 and 1960. 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 the system conveyance capacity. The condition of the sanitary sewer system within the
neighborhood is rated as fair. The current cost estimate includes 50 percent replacement of the sanitary
sewer.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the Mississippi River. Emerson Ave., Bryant Ave. and Camden Ave. have storm
drainage systems that flow to 70'h Ave. and then to the Mississippi River. The trunk line on 70`h Ave.
consists of pipe ranging in size from 42-inch to 66-inch reinforced concrete pipe installed in 1960. The
current project cost estimate assumes complete reconstruction of the existing storm system in the project
area. The condition of the trunk storm sewer pipe along 70th Avenue must be evaluated to determine the
remaining service life. The project estimate includes construction of a stormwater pond located to the
north of 70'h Avenue and east of Camden Avenue to treat regional storm water runoff prior to discharging
to the Mississippi River.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Firehouse Park Neighborhood Improvements
The Firehouse Park Neighborhood project area extends from
Ll( - ~
69th Avenue to Interstate 94 and from Humboldt Avenue to
❑ ,
Highway 252. Dupont Avenue and 65`s Avenue are not
included in the project area. The total project length is
21,456 feet. The neighborhood consists of approximately
~
305 single family residential properties (RI) and 14 multi-
_
family properties (R4 and R5).
%
Streets
67`h Avenue is designated as a Municipal State Aid Route.
i
The majority of the streets in the project area were originally
constructed between 1964 and 1967. 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
poor. Proposed street improvements consist of the
f
reconstruction of the street subgrade, installation of curb and
,~R,
tom' - -
gutter to improve drainage and placement of bituminous
street pavement.
Water main
The existing water main in the project area is 6-inch and 8-inch diameter cast iron pipe installed between
1961 and 1969. In 1974, a 16-inch diameter ductile iron water main was installed along 64"' Ave. A
majority of the existing water 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. The current project estimate
includes replacement of approximately 50 percent of the water main within the project area. The
estimated water main costs will need to be refined by conducting further field inspections.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed between 1961 and 1968 and between 1971 andl974. 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 the system conveyance capacity. The condition of the sanitary sewer system
within the neighborhood is rated as fair. The current project estimate includes replacement of
approximately 50 percent of sanitary sewer pipes and access structures.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the trunk storm sewer line on 65`h Avenue, and then to the Mississippi River. Runoff
from the portion of the project area north of 68'h Avenue is conveyed to the trunk storm sewer line on 69 h
Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer
system, but does not include replacement of the trunk storm sewer along 65th and 69 a Avenues.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Interstate Neighborhood Improvements
The Interstate Neighborhood project area extends from Interstate 94 to 591'
Avenue and from Dupont Avenue to Lyndale Avenue. The total project
length is 14,821 feet. The neighborhood consists of approximately 214
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 cast iron pipe 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. There is no history of water main breaks in
the project area. 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 vitrified clay pipe (VCP) installed in
1960. Approximately 90 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
and conveyed to the storm trunk line on 59's Avenue and then to the Mississippi. River. Replacement of
the trunk storm sewer along 59 h Avenue and an in-line water quality treatment device is proposed as part
of the Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate
assumes complete reconstruction of the storm-drainage system within the neighborhood due to the need to
increased capacity of local storm sewers and the expansion of the system to address minor local flooding
issues.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Logan, 59th and Lilac Drive Improvements
This project area includes Logan Avenue from
57'h Avenue to Lilac Drive N, 59"' from Lilac
Drive N to Dupont Avenue and Lilac Dr. N
from Logan Avenue to 59"' Avenue. The total
project length is 3,761 feet. The neighborhood
consists of approximately 19 residential
properties (RI to R5) and 5 commercial zoned
properties (C 1 and C2).
Streets kL-"= r-T---i m r-' ®®m I r
The entire project area is designated as an A PT::~(1
Municipal State Aid 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 Dr. N have concrete curb and gutter, and 59t" 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 and Lilac Dr. is 10-inch diameter cast iron pipe installed in 1965
and 16-inch diameter cast iron main along 59'" Avenue installed in 1969. A majority of the existing water
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 that 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
cured-in-place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer
improvement for the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing trunk line along 59 h
Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along
Logan Avenue to 57 h Avenue. This line consists of 21" to 42" RCP installed in 1988. The current
project cost estimate assumes replacement of the corrugated metal pipe alone 59'b Avenue as part of the
scheduled neighborhood improvements.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
1
Grandview Park Neighborhood Improvements
The Grandview Park Neighborhood project area extends interstate 694
to 57m Avenue and from Logan Avenue to Dupont Avenue. The total
project length is 28,821 feet. The neighborhood consists of
approximately 345 residential properties (Rl) and 4 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.
1 ~
Water main
The existing water main in the north portion of the project area is 6-inch and 8-inch diameter cast iron
pipe installed between 1964 and 1969. A 16-inch steel water main runs along Emerson Avenue from 57s'
to 59 h. 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. 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 north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed in 1960 and 1963. Approximately 50 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
and conveyed to the trunk storm sewer line on 59d' Avenue 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.
Project Summary
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Ryan Lake Industrial Park Improvements
The Ryan Lake project area includes Lilac Drive N from
48th Avenue to the dead end, 48th Avenue and Dusharm
Drive from Drew Avenue to the dead end and 47th
Avenue from Drew Avenue to the dead end. The total
project length is 1,932 feet. The neighborhood consists
of approximately 12 industrial properties and 3 multi-
family properties (R5).
Streets
The majority of the streets in the project area were r'
originally constructed in 1958 and 1960. The western
portion of 47th Avenue and Drew Avenue were
reconstructed in 2002. The western portion of 48th Avenue'was reconstructed in 2005. The remaining
street sections are 25 to 40 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
The existing water main on Lilac Drive N and 48th Avenue consists of 10-inch diameter cast iron pipe
installed in 1958. The water main on 47th Avenue consists of 6-inch cast iron pipe installed in 1960. 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 water main under the railroad tracks from Dusharm Drive
to 49th Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1960. The sanitary sewer along 47t' Avenue and 48th Avenue 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.
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
and conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along
Highway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer
system. The cost estimate also includes installation of a small storm water management pond at the
intersection of 48th Avenue and Dusharm Drive within City owned property adjacent to Ryan Lake.
Project Summary ,
2008 Capital Improvement Program
RESOLUTION NO. 2007-158
Park and Trail Improvements
City of Brooklyn Center
Shingle Creek Trail Improvements
Proposed construction includes replacement of the trail system along Shingle Creek from the south
City Hall parking lot to County Road 10. Parallel biking and walking trails would be removed and
replaced with a single ten foot wide trail section.
Arboretum Park South Parking Lot Reconstruction
Proposed construction includes replacement of the bituminous pavement within the south parking lot
of Arboretum Park.
West Central Park Trail Improvements
Proposed construction includes replacing the bituminous trail system within Central Park west of
Shingle Creek. The project cost estimate includes relocation of a portion of the bituminous trail
along Shingle Creek away from the creek edge to prevent flooding and sinking of the new trail. An
eight foot wide trail section is proposed.
69th Avenue Sidewalk Improvements
Proposed construction includes replacing portions of the concrete sidewalk and bituminous trailway
along 69`h Avenue from the west city limits to Brooklyn Boulevard. The bituminous trail segments
in the project area are in poor condition and the concrete sidewalk segments are in fair to good
condition. The existing bituminous trail segments are located between the west City limits and
Toledo Avenue and between Perry and Noble Avenues. The remaining pedestrian path is concrete
sidewalk. The project cost estimate assumes replacement of the existing bituminous trail with
concrete sidewalk and replacement of approximately 25 percent of the remaining concrete sidewalk.
Northport Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
Northport Park. Maintenance of this facility has become an increased priority due to the elimination
of tennis courts within Kylawn Park in 2007.
West Palmer Park Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
West Palmer Park. Maintenance of this facility has become an increased priority due to the
elimination of tennis courts within Kylawn Park in 2007.
Riverdale Park Open Picnic Shelter
Proposed construction activities include the replacement of the existing shelter building with a small
picnic shelter and installation of one security light. The picnic shelter structure would be similar in
design to the open picnic shelters located within Firehouse Park and Happy Hollow Park.
Park and Trail Improvements
2008 CIP
RESOLUTION NO. 2007-158
Willow Lane Park Open Picnic Shelter
The former Willow Lane Park building was lost to a fire in 2004. Proposed construction activities
include the installation of a small picnic shelter and installation of one security light. The picnic
shelter structure would be similar in design to the open picnic shelters located within Firehouse Park
and. Happy Hollow Park.
Firehouse Park Trail Improvements
Proposed construction includes replacement of the entire bituminous trail system within Firehouse
Park. Extension of the north trail section to the north baseball diamond is also proposed. An eight
foot wide trail section is proposed.
Kylawn Park Trail Improvements
Proposed construction includes replacement of the bituminous trail system along the north part of
Kylawn Park and through the playground area. An eight foot trail is proposed. The south portion of
the trail system, installed in 1998, is not scheduled to be replaced.
West Palmer Park Improvements
Proposed construction activities include the replacement of the existing park building and
replacement of four park lights. The new structure is scheduled to include picnic facilities, one
unisex restroom and a small utility area. The new shelter will be consistent with the park building
constructed in Kylawn Park in 2007/2008.
Evergreen Park Fence and Tennis Court Reconstruction
Proposed construction includes replacement of the soccer field fence and gate, replacement of the
baseball and softball outfield fences and resurfacing the tennis courts within Evergreen Park.
Evergreen Athletic Field Lighting Replacement
Proposed construction includes replacement of the elevated outdoor lighting system for the athletic
fields located within Evergreen Park. This project includes replacement of the existing lighting
system. The project does not include substantial expansion of the current lighting system.
Northport Park Building
Proposed construction activities include the replacement of the existing shelter building. The new
structure is scheduled to include picnic facilities, one unisex restroom and a small utility area. The
new shelter will be consistent with the park building constructed in Kylawn Park in 2007/2008.
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway
Park and Willow Lane Park.
Central Park Tennis Court Resurfacing
Proposed construction includes the removal of two existing tennis courts and resurfacing of the two
remaining two tennis courts within Central Park.
Willow Lane Park Trail Improvements
Proposed, construction includes replacement of the trail system within Willow Lane Park. An eight
foot wide trail section is proposed.
Park and Trail Improvements
2008 CIP
RESOLUTION NO. 2007-158
Baseball Fence Replacement
Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake
Park and the replacement of the line and outfield fences at Northport Park.
Freeway Park Trail Improvements
Proposed construction includes replacement of the trail system within Freeway Park. An eight foot
wide trail section is proposed.
Lions Park Trail Improvements
Proposed construction includes replacement of the trail system within Lions Park. Parallel biking
and walking trails would be removed and replaced with a single ten foot wide trail section.
Evergreen Park Trail Improvements
Proposed construction includes replacement of the bituminous trail within Evergreen Park.
Replacement of the trail along 70 Avenue is not part of the project. An eight foot wide trail section
is proposed.
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing City entrance signs and cedar fences
surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park
borders.
69'b Avenue Greenway Fence Rehabilitation
Proposed construction includes refinishing the wood fence along the north side of the 69d' Avenue
greenway between Brooklyn Boulevard and Palmer Lake Drive.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73`d
Avenue to 66 b Avenue. A ten foot wide trail section is proposed.
Central Park East Trail Improvements
Proposed construction includes replacement of the bituminous trail system within the eastern portion
of Central Park. The trail segment proposed for replacement is between Interstate 94 and the south
City Hall parking lot, east of Shingle Creek. A ten foot wide trail section is proposed along the main
trail corridor and an eight foot wide trail section is proposed for the adjacent pedestrian trails.
Play Ground Equipment Replacement
Proposed construction includes replacing park play ground equipment over a five year period. A
total of 20 parks with playground equipment are located within Brooklyn Center. Four parks are
scheduled for replacement each year over the five year period. An assessment of the play ground
equipment will need to be done to determine replacement priority.
Palmer Lake Trail Mill and Overlay
Proposed construction includes resurfacing of the existing trail system extending around Palmer
Lake. 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.
Park and Trail Improvements
2008 CIP
RESOLUTION NO. 2007-158
Park and Trail Improvements
City of Brooklyn Center
Shingle Creek Trail Improvements
Proposed construction includes replacement of the trail system along Shingle Creek from the south
City Hall parking lot to County Road 10. Parallel biking and walking trails would be removed and
replaced with a single ten foot wide trail section.
Arboretum Park South Parking Lot Reconstruction
Proposed construction includes replacement of the bituminous pavement within the south parking lot
of Arboretum Park.
West Central Park Trail Improvements
Proposed construction includes replacing the bituminous trail system within Central Park west of
Shingle Creek. The project cost estimate includes relocation of a portion of the bituminous trail
along Shingle Creek away from the creek edge to prevent flooding and sinking of the new trail. An
eight foot wide trail section is proposed.
69* Avenue Sidewalk Improvements
Proposed construction includes replacing portions of the concrete sidewalk and bituminous trailway
along 69`h Avenue from the west city limits to Brooklyn Boulevard. The bituminous trail segments
in the project area are in poor condition and the concrete sidewalk segments are in fair to good
condition. The existing bituminous- trail segments are located between the west City limits and
Toledo Avenue and between Perry and Noble Avenues. The remaining pedestrian path is concrete
sidewalk. The project cost estimate assumes replacement of the existing bituminous trail with
concrete sidewalk and replacement of approximately 25 percent of the remaining concrete sidewalk.
Northport Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
Northport Park. Maintenance of this facility has become an increased priority due to the elimination
of tennis courts within Kylawn Park in 2007.
West Palmer Park Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
West Palmer Park. Maintenance of this facility has become an increased priority due to the
elimination of tennis courts within Kylawn Park in 2007.
Riverdale Park Open Picnic Shelter
Proposed construction activities include the replacement of the existing shelter building with a small
picnic shelter and installation of one security light. The picnic shelter structure would be similar in
design to the open picnic shelters located within Firehouse Park and Happy Hollow Park.
Park and Trail Improvements
2008 CIP
RESOLUTION NO. 2007-158
Willow Lane Park Open Picnic Shelter
The former Willow Lane Park building was lost to a fire in 2004. Proposed construction activities
include the installation of a small picnic shelter and installation of one security light. The picnic
shelter structure would be similar in design to the open picnic shelters located within Firehouse Park
and Happy Hollow Park.
Firehouse Park Trail Improvements
Proposed construction includes replacement of the entire bituminous trail system within Firehouse
Park. Extension of the north trail section to the north baseball diamond is also proposed. An eight
foot wide trail section is proposed.
Kylawn Park Trail Improvements
Proposed construction includes replacement of the bituminous trail system along the north part of
Kylawn Park and through the playground area. An eight foot trail is proposed. The south portion of
the trail system, installed in 1998, is not scheduled to be replaced.
West Palmer Park Improvements
Proposed construction activities include the replacement of the existing park building and
replacement of four park lights. The new structure is scheduled to include picnic facilities, one
unisex restroom and a small utility area. The new shelter will be consistent with the park building
constructed in Kylawn Park in 2007/2008.
Evergreen Park Fence and Tennis Court Reconstruction
Proposed construction includes replacement of the soccer field fence and gate, replacement of the
baseball and softball outfield fences and resurfacing the tennis courts within Evergreen Park.
Evergreen Athletic Field Lighting Replacement
Proposed construction includes replacement of the elevated outdoor lighting system for the athletic
fields located within Evergreen Park. This project includes replacement of the existing lighting
system. The project does not include substantial expansion of the current lighting system.
Northport Park Building
Proposed construction activities include the replacement of the existing shelter building. The new
structure is scheduled to include picnic facilities, one unisex restroom and a small utility area. The
new shelter will be consistent with the park building constructed in Kylawn Park in 2007/2008.
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway
Park and Willow Lane Park.
Central Park Tennis Court Resurfacing
Proposed construction includes the removal of two existing tennis courts and resurfacing of the two
remaining two tennis courts within Central Park.
Willow Lane Park Trail Improvements
Proposed construction includes replacement of the trail system within Willow Lane Park. An eight
foot wide trail section is proposed.
Park and Trail Improvements
2008 CIP
RESOLUTION NO. 2007-158
Baseball Fence Replacement
Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake
Park and the replacement of the line and outfield fences at Northport Park.
Freeway Park Trail Improvements
Proposed construction includes replacement of the trail system within Freeway Park. An eight foot
wide trail section is proposed.
Lions Park Trail Improvements
Proposed construction includes replacement of the trail system within Lions Park. Parallel biking
and walking trails would be removed and replaced with a single ten foot wide trail section.
Evergreen Park Trail Improvements
Proposed construction includes replacement of the bituminous trail within Evergreen Park.
Replacement of the trail along 70` Avenue is not part of the project. An eight foot wide trail section
is proposed.
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing. City entrance signs and cedar fences
surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park
borders.
69'b Avenue Greenway Fence Rehabilitation
Proposed construction includes refinishing the wood fence along the north side of the 69th Avenue
greenway between Brooklyn Boulevard and Palmer Lake Drive.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73d
Avenue to 6e Avenue. A ten foot wide trail section is proposed.
Central Park East Trail Improvements
Proposed construction includes replacement of the bituminous trail system within the eastern portion
of Central Park. The trail segment proposed for replacement is between Interstate 94 and the south
City Hall parking lot, east of Shingle Creek. A ten foot wide trail section is proposed along the main
trail corridor and an eight foot wide trail section is proposed for the adjacent pedestrian trails.
Play Ground Equipment Replacement
Proposed construction includes replacing park play ground equipment over a five year period. A
total of 20 parks with playground equipment are located within Brooklyn Center. Four parks are
scheduled for replacement each year over the five year period. An assessment of the play ground
equipment will need to be done to determine replacement priority.
Palmer Lake Trail N911 and Overlay
Proposed construction includes resurfacing of the existing trail system extending around Palmer
Lake. 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.
Park and Trait Improvements
2008 CIP
RESOLUTION NO. 2007-158
Storm Water Improvements
Wetland 639W
The Twin and Ryan Lakes Nutrient TMDL Report and the 2003 Twin Lakes Management
Plan identify DNR Wetland 639W as a significant source of phosphorus to the Twin
Lakes/Ryan Lake system. These reports indicate that Wetland 639W contains high levels
of phosphorous within the sediments that have accumulated from the upstream
watershed. Water quality 'sampling conducted in 2003 indicated that the average total
phosphorous concentrations double between the inlet and outlet of the wetland. Wetland
639W contributes an estimated 730 pounds of total phosphorous per year into Upper
Twin Lake and nearly half of this is in readily available dissolved form. This load
represents one of the largest sources of the total phosphorus to Upper Twin Lake.
The purpose of this project is to substantially reduce the amount of phosphorous release
from Wetland 639W by modifying the hydraulic characteristics and/or implementing
active treatment methods. This large wetland complex is located adjacent to the Crystal
Airport. Three alternatives for achieving this have been proposed in past studies: l.)
partial diversion of flow around the wetland; 2.) decharinelization and increased storage
within the wetland; and 3.) an alum ferric chloride treatment system. The initial project
development phase would include a feasibility study to determine the most appropriate
and cost effective option for achieving a reduction in phosphorous loads release from the
wetland.
This project would be implemented through a cooperative arrangement between the
Shingle Creek Watershed Management Commission and the Cities of Brooklyn Center,
Brooklyn Park, Crystal and New Hope. The estimated project cost included in the
Capital Improvement Program consists of the estimated portion of the total project cost
for Brooklyn Center.
Storm Water Management Basins
In 2005, the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene
Anderlik & Associates to conduct a condition assessment of 30 storm water management
ponds located throughout the City. The assessment process resulted in a list of
improvements to address problems with shoreline erosion, sediment accumulation, inlet
and outlet blockages and other miscellaneous maintenance issues. Below is a description
of the projects that were not considered routine annual maintenance work normally
addressed as part of the annual operating budget for the Storm Drainage Utility.
Storm Water Pond 12-002
Pond 12-002 is located within the west central portion of the golf course. The basin
receives runoff from approximately 400 acres within the southwest portion of the City.
Pond deficiencies noted during the inspection include, shoreline erosion along the eastern
portion of the pond; an erosion channel that has cut through the berm separating pond 12-
002 from pond 12-003; and a large volume of accumulated sediments within the pond.
Storm Drainage Project Summaries
2008 CIP
RESOLUTION NO. 2007-158
Proposed improvements consist of repairing erosion areas and removal of a portion of the
accumulated sediment.
Storm Water Pond 12-003
Pond 12-002 is located within the west central portion of the golf course and includes a
concrete headwall structure connecting Ponds 12-002, 12-003 and 12-004. The basin
receives runoff from approximately 400 acres within the southwest portion of the City,
the same drainage area as 12-002. Pond deficiencies noted during the inspection include
shoreline erosion along the north and east sides of the pond. The concrete headwall
structure is filling with sediment with an average of one foot of sediment in the trench
and three feet of sediment near the weir outlet. Proposed improvements consist of
repairing erosion areas, removal of sediment from the headwall trench and near the
outlets of the headwall structure.
Storm Water Pond 12-004
Pond 12-004 is located within the northern portion of the golf course. The basin receives
runoff from the Brookdale Shopping Center. The pond has lost approximately 20 percent
of the wet volume due to. sediment accumulation over the first 8 years of operation. By
the year 2016, the pond is expected to loose approximately 45 percent of the wet volume
due to sediment accumulation. Proposed work consists of the removal of accumulated
sediments to restore the water quality treatment function of the storm water pond.
Storm Water Pond 12-005
Pond 12-005 receives runoff from the upstream ponds 12-002 and 12-004. The condition
survey revealed that an excessive volume of sediment has accumulated in the pond and
has decreased the wet storage volume necessary to provide water quality treatment. The
proposed work consists of removing the accumulated sediment.
Storm Water Pond 18-001
Pond 18-001 is located northwest of Northport Park. The pond receives runoff from
approximately 120 acres of upstream drainage area. This basin has filled with an
extensive amount of sediment over the past 40 to 50 years. A majority of this basin is
likely classified as jurisdictional wetland under the Wetland Conservation Act. However,
the basin has lost many of the wetland values due to the accumulation of sediment. The
proposed project consists of excavating sediment from the basin to restore the flow
capacity through the wetland and restore a wet pool volume with an average depth of 2 to
3 feet in the central part of the wetland. Fringe areas would be restored with native
wetland species.
Storm Water Pond 46-001
Pond 46-001 is located within the northern portion of Orchard Lane Park. The pond
receives runoff from approximately 60 acres of residential development located west of
Orchard Lane Park and approximately 50 acres located north of Interstate 94/694. The
pond is was originally design as a detention basin without wet volume to provide
additional water quality benefit. The proposed improvements consist of excavating wet
Storm Drainage Project Summaries
2008 GIP
RESOLUTION NO. 2007-158
storage volume below the invert of the outlet pipe to increase the water quality treatment
performance of the basin.
Storm Water Pond 50-001
Pond 50-001 is located within Cahlander Park. The pond receives runoff from
approximately 230 acres of upstream residential development. Due to the large
watershed to pond area ratio, this pond is subject to higher rates of sediment
accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted
in the sediment during the most recent site inspection. The proposed project consists of
dredging and properly disposing of sediment from the pond and repairs to various
shoreline erosion issues.
Storm Water Pond 60-001
Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within
Central Park. The pond receives runoff from approximately 85 acres of upstream
residential development. This pond was constructed in 2003. By 2013, preliminary
estimates indicate that approximately 30 to 40 percent of the wet volume will be lost due
to sediment accumulation. The proposed work consists of removal of sediment and
installation of a skimmer structure to enhance the water quality treatment performance of
the pond.
I
Storm Drainage Project Summaries
2008 CIP
RESOLUTION NO. 2007-158
Miscellaneous Water Main and Sanitary Sewer Improvements
Lift Station No. 2 Force Main
Lift Station No. 2, located along Lyndale Avenue, receives wastewater flow from a service area of
approximately 1,680 acres or approximately 30 percent of the city. Wastewater is then pumped into
a force main that conveys the flow south from the lift station to a point approximately 700 feet south
of 53`d Avenue in Minneapolis. The force main then crosses under Interstate Highway 94 and
discharges to a Metropolitan Council Environmental Services (MCES) interceptor located on the
west side of Interstate Highway 94.
The portion of the force main extending from the lift station to the highway crossing was originally
installed in 1959. The force main crossing under the highway was replaced around 1980 during
expansion of Interstate 94. As-Built record plans for the newer segment of force main under the
highway are not available in the City's engineering records. Sewer utility staff members have
indicated that this segment of force main was constructed with ductile iron pipe.
Significant leakage or breakage of the force main along the Mississippi River poses risk of
environmental impacts to surrounding surface waters. Wastewater discharged from a break of this
force main would be released directly into the Mississippi River. Emergency by-pass pumping
would be very difficult to implement. The installation of temporary piping or hoses from the lift
station, across the 53`d Avenue Bridge, to the downstream MCES interceptor would require several
hours to implement in order to by-pass the existing force main.
The proposed force main replacement project would consist of constructing approximately 2000 feet
of 16-inch diameter ductile iron force main parallel to the existing force main alignment. The
feasibility study for the project should investigate the possibility of maintaining the existing force
main for use as an emergency by-pass line. Replacement of the force main will require coordination
with the City of Minneapolis, the Minnesota Department of Transportation, and Three Rivers Park
District.
Emergency Bypass for Lift Station No. 6
Lift Station No. 6, located at 3900 Lakebreeze Avenue, receives wastewater flow from a service area
of approximately 430 acres within the southwest portion of the city. Wastewater is then pumped into
a force main that conveys the flow north from the lift station under the Canadian Pacific Railroad
tracks to a Metropolitan Council Environmental Services (MCES) interceptor extending along 50d'
Avenue North.
Prior to the Trunk Highway 100 improvements at the France Avenue interchange, the city had a
casing under the railroad tracks for the purposes of installing an emergency by-pass line from the lift
station to the MCES interceptor along 50`h Avenue. During the TH 100 project, this casing was
removed as part of the grade adjustments completed along the railroad tracks. Installation of a
temporary by-pass line from the lift station to the interceptor would be very difficult and time
consuming now that a casing under the railroad tracks is not available. In the event of a force main
break, wastewater would be discharged into the MnDOT right-of-way and eventually into
downstream surface waters until an emergency bypass could be installed.
Misc. Water and Sewer Project Summary
2008 CIP
RESOLUTION NO. 2007-158
The proposed project consists of installing a new 10-inch diameter casing under the railroad tracks by
horizontal directional drilling methods. Access structures would also be placed at both the north end
and south end of the casing to allow access for installation of a temporary bypass hose.
Centerbrook Golf Course Water Main Improvements
Proposed construction includes replacement of the existing 16-inch diameter steel watermain through
the Centerbrook Golf Course from Russell Avenue to the Shingle Creek pedestrian bridge.
Replacement of an existing 16-inch valve near Water Tower No. 3 is also included in the project. A
section of this water main was excavated in 2005 to repair a leak. Further inspection revealed that
the timber pilings were partially deteriorated and isolated sections of the exterior coating on the steel
water main were beginning to fail.
Water Tower No. 1 Painting
The 500,000 gallon elevated storage tank located at 69`' Avenue and France Avenue was last painted
in 1999 with complete interior reconditioning and exterior spot repairs. The estimated service life for
the paint coating is 15 years. The proposed paint coating improvements consist of interior spot repair
and exterior coating replacement.
Water Tower No. 2 Painting
The one-million gallon elevated storage tank located at 69 h Avenue and Dupont Avenue was last
painted in 1997 when spot repairs were completed for the interior coating and the exterior of the
structure was painted. The estimated service life for the paint coating is 15 years. The proposed
paint coating improvements consist of complete replacement of the interior and exterior paint
coatmgs.
painted million gallon elevated storage tank located within the Centerbrook Golf Course was last
Water Tower No. 3 Painting
The 1.5
in 1998 with completed interior reconditioning and exterior spot repairs. Exterior spot
repairs were also completed on the fluted column in 2005 as part of an exterior pressure washing
project. The proposed paint coating improvements consist of interior spot repair and exterior coating
replacement.
Misc. Water and Sewer Project Summary
2008 CIP