HomeMy WebLinkAbout2006-138 CCRMember Kay Lasman introduced the following resolution
and moved its adoption:
RESOLUTION NO. 2006-138
RESOLUTION ADOPTING CAPITAL IMPROVEMENT PROGRAM
WHEREAS, the City Council of the City of Brooklyn Center annually adopts a
1
Capital Improvements Program; and
WHEREAS, attached hereto and incorporated herein by reference as exhibit A is the
documentation for the said 2007-2021 Capital Improvements Program.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Brooklyn Center that the 2007-2021 Capital Improvements Program as set forth in exhibit A to this
resolution be and hereby is adopted.
December 11, 2006 % /7.t,, ,iytaC..-
Date , Ma#r
ATTEST: UWL 1 1Mx&~
City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
Kathleen Carmody
and upon vote being taken thereon, the following voted in favor thereof:
Myrna Kragness,-Kathleen Carmody, Kay Lasman, and Diane Niesen;
and the following voted against the same: Mary O'Connor;
whereupon said resolution was declared duly passed and adopted.
RESOLUTION NO. 2006-138
Exhibit A
City of Brwk&n Center
2007 CAPITAL IMPROVEMENT PROGRAM
PROFILE
The 2007 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 2007-2021 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 $94 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 CIP water, sanitary sewer,
storm drainage, and street lighting. Nearly 90 percent 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, 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.
Page 2
RESOLUTION NO. 2006-138
Exhibit A
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 Utility 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 Projects 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 Construction 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 Construction Fund is 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
2007-2021
Water Utility
j Sanitary Sewer Utility
Storm Drainage Utility
Street Lighting Utility
.'Municipal State Aid
Street Reconstruction Fund
Capital Projects Fund
$14,470,000
$12,716,000
$19,285,000
$995,000
Special Assessment Collections
TOTAL i
$9,808,000
$13,756,000
$2,276,000
$20,300,000
$93,606,0001
Average Annual
Percent of
Funding Need
Total Need
$965,000
15%
$848,000
14%
$1,286,000
21%
$66,000
1%
$654,000
10%
$917,000
15%
$152,000
2%.'
$1,353,000
22%
$6,241,0001
100/ Page 3
RESOLUTION NO. 2006-138
Street Con:
15%
Capital Improvement Program by Funding Source
Special Assessments
22%
Capital Proj.
2%
1
Exhibit A
VISA Street light
10% 1 %
Sanitary Sew er
14%
cage
21%
Table 2 provides an overview of projects and funding sources for the 2007 Capital Improvement Program.
Annual breakdowns for each project year are accompanied by a brief description of each project.
Water
15%
Page 4
RE -
C I P P ROM-CT AREAS
2007 - 20 1 3
1
' L
Legend
Complete
e Shingle Creek Parkway
~ Freeway Boulevard
Mverwood Neighborhood
ear_ Maranatha Neighborhood
~ Xerxes Avenue and North
~ Aldrich Neighborhood
1
CAlvee
BROOKLYN
CENTER
Humboldt Avenue (53rd to 57th)
e>_ Dupont Avenue
~ Twin Lk N / Lakeside Neighborhood
e Logan Neighborhood
e Unity Avenue
way Drive ~ East Palmer Lake Neighborhood
erg Kylawn Park Neighborhood
September 2006
RE
CIP PRMMCT AREAS
2014 - 2021
i
1
XBRO;OKLYN
TER
Complete
aMoMMIDWangstad Park Neighborhood
aslil@lMo 63rd Avenue North
Freeway Park Neighborhood
easiOND, Freeway Blvd West
fi Vincent Neighborhood
anonoia Partmer Lake West Neighborhood
~ Evergreen Neighborhood
ennnMMO Firehouse Park Neighborhood
e Interstate Neighborhood
~ Logan/Lilact57th Avenue
~ Grandview Neighborhood
~ Ryan Lake Industrial Park
September 2006
Table 2
Capital Improvement Program
Revised October 12, 2006
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
2007
Shingle Creek Parkway (Note 2)
$96,500 1
$0 1
$295,000
1 $18,000 1
$268,000 1
$38,000
$36,000
1
1 $0
$751,500
_
Freeway Boulevard (Note 2) _
$412,600 1
$80.000--l
$548,000
1 $102,566-1
$55,000 _I
_
$53.000-
$6-
_
1 $0
$1,251,100
Lift Station No. 2 Force Main
$0 1
$0 1
$0
1 $0 1
$375,000 1
$0
$0
_
$0
1
$375,000
Storm Water Ponds 12-002 & 12-003 Rehab
$0 1
$0 1
$0
1 $105,000 1
$0 1
$0
1 $0
_
1 $0
$105,000
Kylawn Park Improvements 1
$0 1
$0 1
$0
1 $0 1
$0 1
$0
1 $0
1 $215,0
00
$215,000
1 Rlverwood Neighborhood 1
$787,000 1
$1,110,500 1
$0
1 $1,181,000 1
$621,000 1
$679,700
1 $75,000
.
1 $0
$4,454,200
2007 Subtotal
$1,296,100
$1,190,500
$843,000
$1,406,500
$1,319,000
$770,700
$111,000
$215,000
$7,151,800
2008
Maranatha Neighborhood 1
$1,017,756 1
$904,740 I
$0
1 $1,046,520 1
$846,600 1
$780,300
1 $61,200
1 $0 I
$4,657,1161
Northway Drive i
$362,100 1
$73,440 1
$0
1 $97,920 1
$18,360 1
$40,800
1 $0
1 $0
$592,6201
`West Palmer Park Building I
$0 1
$0 1
$0
1 $0 1
$0 1
$0
1 $0
1 $222,360
$222,360
69th Ave Sidewalk Replacement 1
$0 I
$0 1
$0
1 $0 I
$0 1
$0
1 $0
1 $25,500
$25,500
l Xerxes Avenue (Note 1) 1
$376,380 I
$0 1
$801,210
1 $0 1
$89,250 1
$132,600
I $10,200
1 $0 1
$1,409,640
2008 Subtotal
$1,756,236
$978,180
$801,210
$1,144,440
$954,210
$953,700
$71,400
$247,860
$6,907,23
2009
Aldrich Neighborhood 1
$441,130 i
$801,108 1
$0
1 $1,446,156 I
$244,494 (
$131,090
I $36,414
I $0
$3,100,3
Humboldt Ave N (53rd to 571h) 1
$240,332 1
$0 1
$0
1 $0 1
$83,232 1
$78,030
1 $26,010
1 $0
$427,6
i Welland 639W participation with SCWMC 1
$0 1
$0 1
$0
1 $163,343
$0 1
$0
1 $0
1 $0
$163,34
Shingle Creek Pkwy/691h Overlay 1
$0 j
$0 I
$286,110
1 $0
$0 1
$0
I $0
I $0
$286,110
Emergency Bypass for Lift Station 6 1
$0 i
$0 I
$0
1 $0
$98,838 I
$0
I $0
1 $0
$98,838
Northport Park Building 1
$0 1
$0 1
$0
1 $0 1
$0 1
$0
1 $0
1 $83.232
$83,232
Riverdale Park Building 1
$0 1
$0 I
$0
1 $0 1
$0 1
$0
1 $0
1 $46,818
$46,8181
2009 Subtotal
$681,462
$801,108
$286,110
$1,609,499
$426,564
$209,120
$62,424
$130,050
$4,206,337
1 2010
Dupont (Note 21 1
$816,069 1
$0 1
$1,363,652
1 $562,440 1
$307,750 1
$286,526
1 $24,408
1 $0 1
$3,360,8461
Twin Lk N / Lakeside Neighborhood I
$904.149 I
$1,304,225 I
$76,407
I $1,107,901 1
$968,883 1
$902,027
1 $53,060
1 $0 1
$5,316,652
West Central Park Trall Improv. 1
$0 1
$0 I
$0
I $0 1
$0 1
$0
1 $0
1 $139,018 1
$139,018
2010 Subtotal
$1,720,218
$1,304,225
$1,440,059
$1,670,341
$1,276,633
$1,188,553
$77,468
$139,018
$8,816,516
2011
man Neighborhood 1 $972,024 1 $905,9.96 $0 1 $872,440 $394,005__ _ $719_,817 _$54,122 $0 $3,918,404
Traffic Signal Replace at SCP and 1-94 -
$0 I $0 $303.081 I $0 $0 $0..... $0 - - $0 ---$303.081
Storm Water Pond 12-005 Rehab _ $0 1_ $0 _ $0 _ - $48,709 $0 _ $0 $0 _ $0 $48,709
Shin le Ck Trail l nprov. CH to CR 10 $0 I $0 $0 $0 $0 $0 $0 $70,358 $70,358
Willow Lane Park Shelter - .-$0 I $0 $0 - $0 $0 $0 $0 - - - $51,957 - $51,957
l unity Avenue - - $180,766 1 $127,727 $0 I -___-"$8t3,759 $14,072 $205,662 $12,989 $629,976
2011 Subtotal $1.152,790 $1,033,723 $303,081 $1,009,909 $408,077 $925,479 $67,111 $122,315 $5,022,4851
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Table 2
Capital Improvement Program
Revised October 12, 2006
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 $ Court Reconst.
$0 1
$0
1 $0
1 $0-1
$0 1
_ $0 _I
$0
1 _$76,182
$76,182
Evergreen Athletic Field Lighting Replace
$0 1
$0
1 $0
1 _ $0
$0 _
- $0 1
$0
1 $93,847
$93,847
Water Tower No. 2 - Painting
$0 1
$0
, $0
1
$0
$717,653 1
$0
1 $0_
$717,653
Storm Water Pond 18-001 Rehab
$0 1
$0
1 $0
1 $154,571 1
$0
$0 1
$0
1 $0
$154,571
Storm Water Pond 46-001 Rehab
$0 1
$0
1 $0
1 $38,643 1
$0
$0 1
$0
1 $0
$38,643
JEast Palmer Lake Neighborhood
$768,440 1
$858,975
1 $0
1 $756,295 1
$344,473
$314,663 1
$39,747
1 $0
$3,082,594
j` 2012 Subtotal
$768,440
$858,975
$0
$949,509
$344,473
$1,032,316
$39,747
$170,028
$4,163,489
j` 2013
Kylawn and Firehouse Trail Replacement 1
$0 1
$0
1 $0
1 $0 1
$0 1
$0 1
$0
1 $47,299 1
$47,299
Baseball Backstop Replacements 1
$0 1
$0
1 $0
1 $0 1
$0 1
_$0
$0
1 $19,145
$19,145
.Storm Water Pond 60-001 Rehab
i
$0 1
$0_
i $0
1 $16,892-1
-
$0 1
$0 1
$0
1 $0-
$16,892
_
Arboretum South Parking Lot Reconst.
$0 1
$0
I $0
1 $0 _I
$0
_ $0 1
$0
1 $19,1.45 _
$19,145
Kylawn Park Neighborhood (Note 4)
$1,358,152 1
$866,019
1 $537,179
1 $878,407 1
$1,004,537
$957,238 1
$50,677
1 SO
$5,652,209
2013 Subtotal
$1,358,152
$866,019
$537,179
$895,299
$1,004,537
$957,238
$50,677
$85,588
$5,754,69
2014
Central Park Tennis Courts Resurfacing 1
$0 1
$0
1 $0
1 $0 1
$0 1
$0 1
$0
1 $74,665 1
$74,66
-
Storm Water Pond 50-001 Rehab 1
$0 1
$0
1 $0
1 $68,921 1
$0 1
$0 1
$0
1 30__ j
$68,92
Willow Lane Trail Replacement 1
$0 1
$0
1 $0
1 $0 1
$0 1
$0 1
$0
1 $40,204
$40,20
iWangstad Park Neighborhood (Note 4) 1
$1,515,116 1
$1,001,654
1 $396,297
1 $964,896 1
$1,074,021 1
$1,005,100 1
$51,691
1 $0
1 $6,008,775
1 2014 Subtotal
$1,515,116
$1,001,654
$396,297
$1,033,817
$1,074,021
$1,005,100
$51,691
$114,869
$6,192,564
2015
Baseball Fence Replacement
$0 1
$0
1 $0
1 $0 _I
$0 1
$0 1
$0_
1 $35,150
$35,150
Freeway Park Trail Replacement
$0 1
$6
-1 $0
1 $0 1
$0 1
$0_ 1
$0
1 $28,120
$28,120
Water Tower No. 3 Painting
_
$0 1
$0
1 $0
$0 1
$0 1
$410,081 I
$0
1 $0
$410,081
Lions Park Trail Replacement
$0 1
$0
1 $0
1 $0 1
$0 1
-$0 _1
$0
1 $56.240__._
) $56,240
163rd Avenue North Improv. (Note 1)
$285,885 1
$0
1 $2,009,396
1 $0 1
$111,306 1
$90,218 1
$52,725
1 $0
1 $2,549,531
jFreeway Park Neighborhood
$1,084,957 1
$1,040,434
1 $0
1 $936,156 1
$878,745 1
$820,162 1
$44,523
1 $0
1 $4,804,9751
2015 Subtotal
$1,370,841
$1,040,434
$2,009,396
$936,156
$990,052
$1,320,460
$97,248
$119,509
$7,884,096
2016
1.Eveqjreeen Park Trail Replacement
1
$0 1
$0
j $0
1 $0._.
_ $0 I_
_..$0.._
0
$0 -
$0
1-_ $50.194
951
1 $11
$50,194
951
$11
13rooklyn Bivd q!ty Entrance Signs
$0 1
_ $0
$0
I-__ $0
0___
$
,
,
SCorm Water Pond 12-004 Rehab
e
L
$0
-
$0
$0
- -
1 $66,925 _
- -
I
$0
-
$0
$0
$U
$0
$0
1 _ $0
853
$35
$66,925
853
$35
691h Avenu
Gre
enwa Fence Rehab
$0
$0
$0
,
.
.
:Water Tower No. 1 Painting
$0 1
$0
$0
1 $0
-
$0
$358,528
$07
$0
-
$358,528
freeway Blvd West (Note 1)
:Vincent Neighborhood
$234,238 1
$83,656 1
$0
$131,460
1 _ $215,117
$0
$0
1
1 $178_069
$0
$50,194
$0
- -
$29 877
$0
$0
$0
_ $0
$449,355
- _ $473,257
t N
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l
Lak
W
i
hb
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d -
196 1
$975
$657
301
-
$0
678 1
198
1 $1
_
$812
663
-
$752
908
$50
1941
1 $0
446
939
1 $4
a
mer
e
es
e
g
or
oo
,
,
,
,
,
,
,
,
,
i
I 2016 Subtotal
$1,293.090
$788,761
$215,117
$1,443,672
$862,857
$1,141,313
$50,194
$97,998
$5,893,0011.
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Table 2
capital lm Oc obe ~12, 29006
Revised
~ MSA
Street Fund
Proeect
ne_ u~ 1.
za~ sub"ota►
Total Nrolect
t Caul Protects cost
guest 1 `9h fug
Water
$i1'
$115,8 $g 99
$o $7 11
Sg3,388 8115.804
San:~U mower
Storm praina9e
UtditY ..rte"'"'~
$0
~94 615
J1g4,615
0
$0
een4.09T
1JISA fund led to ME` fund
praura9$
drainage costs a t to ycava t Std rau~98 001
led to Storm
costs ailoca
street and storm aprons cuu"~'on is ailoca
gutter. a ~ structure cos ax. d to
sand ~m ~t area all~te ,Sp, Fund
p" 3 to MSA Fulvd & gutter, apron
we 2. Storm dr~ge
awated Kota 3 SSU+rm s Ystem costs. tes witlirn p
• Street and siarrn dm cost au►n9 MSA
Nola 4.
spacial s RWConsi. Fu
A~
$0
g0 $700 922
~$152g,181 $700922
cer! $1,526.181
tNote 02ubtotat
hod ~5ubt~l
134
$1,499,36
36
$1499.3
$0
$2,116223
116,223
$7'0707 $gg,388
$707 01i $1.304.324
$o a
$
$0 $48,11
$0 $107A,Q35
i0 $1.Q~6~ 1020935 ---z'"'
t4 $1090 688
.7 ~
$146
$d $45.276 , $6'
$1,099, $10
$1 17q 595 1248.330
3,069 $1219.871
,3 069 ~ '
$0 $~0 986
$0 $211,117 $540.086
436747 $211,117
;436,747
Utility
$0 $118,121 ,~,g629
$733 591 $69629
$826.8`14 $g51,7ii
844
$826,
$206,977
1.117
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10c-le 9
RESOLUTION NO. 2006-138
Exhibit A
Shingle Creek Parkway Improvements
The Shingle Creek Parkway project area extends from County
Road 10 to 400 feet south of John Martin Drive. The project
area extends a total of 1828 feet in length and is bounded by
commercial properties and public open space.
Streets
This segment of roadway is a Municipal State Aid route.
Shingle Creek Parkway is currently a four lane divided
roadway with curb and gutter. A concrete median runs the
length of the road dividing north and southbound traffic. The
existing pavement and curb were installed in 1969. The street
pavement and portions for the curb has deteriorated along the
project corridor. Concrete curb is beginning to disintegrate
along the joints at some locations within the project area.
r~
00 RD NO 10 - BASS LAKE RD
.1 J ( \ ,
The project area is adjacent to the proposed Opportunity Site Redevelopment Area that is currently
under study by the City of Brooklyn Center. The existing pavement thickness ranges from 7 to 10-
inches of bituminous pavement. The anticipated street improvements consist of the replacement
selected curb, concrete medians and a 3-inch mill and overlay will be considered as part of the
project design process.
Water main
The existing water main along the Shingle Creek Parkway consists of 16-inch diameter cast iron pipe
and 8-inch diameter water services originally installed in 1969. In 2005, water main was repaired
along the portion of Shingle Creek Parkway between John Martin Drive and I-694 at several
locations during reconstruction of the roadway. A condition survey by KIM consultants determined
that this portion of the water distribution system is generally in fair to good condition. Water main
improvements along the northern portion of Shingle Creek Parkway consisted of the replacement of
bolts at tee fittings and valves as well as the replacement of various hydrants. Similar water main
repairs are expected for the southern portion of Shingle Creek Parkway.
Sanitary Sewer
The existing sanitary sewer along Shingle Creek Parkway consists of 8-inch diameter PVC, 12-inch
diameter RCP and 12" DIP force main installed in 1969. Lift Station No. 9, located on the west side
of Shingle Creek Parkway, was replaced in 1999. Anticipated improvements to the sanitary sewer
system include the replacement of the sanitary force main from the lift station to the discharge point
south of County Road 10 and miscellaneous repairs to the existing 8-inch diameter sanitary sewer
based on the results of a televising inspection.
Storm Sewer
The Shingle Creek Parkway project area has two main segments of storm sewer main. The first
segment is 54-inch diameter reinforced concrete pipe (RCP) installed in 1969. The second segment is
15-inch diameter RCP installed in 1981. Both lines drain to Shingle Creek. Anticipated storm sewer
improvements consist of mirror repairs to the system such as replacement of catch basin castings and
rings.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Freeway Boulevard Improvements
The Freeway Boulevard Improvement
Project extends from the bridge over Shingle _
Creek to Camden Avenue. The project also \
includes the portion of James Circle and
Shingle Creek Parkway south of Freeway
Boulevard as shown on the figure above.
The total project length is 7650 feet.
Freeway Boulevard and Shingle Creek
Pkwy are Municipal State Aid Routes. Adjacent
residential properties.
Streets
The Freeway Boulevard street section is currently 40 to 65 feet wide with concrete curb and gutter.
The original pavement and curb were installed between 1963 and 1970. Extensive repairs were made
to the pavement and curb in 1990 (City Project Number 1989-26). The 1990 improvements included
widening the street, placing a 2-inch overlay over existing pavement and replacement of curb along
Freeway Boulevard from 400 feet west of Shingle Creek Parkway to Fremont Avenue. The
pavement has deteriorated as expected given the higher volumes of truck and bus traffic using this
roadway.
Proposed street improvements consist of replacing approximately 20 percent of the curb along
Freeway Blvd between the bridge and Shingle Creek Parkway, between Freemont Avenue and
Camden Avenue and on Shingle Creek Pkwy between the Interstate Bridge and Freeway Blvd.
Pavement improvements consist of a 3 to 4-inch mill and overlay throughout the entire project area.
The cost estimate includes the replacement of two traffic signal cabinets and signal equipment at
various locations along 65`h Avenue.
Water main
The existing water main along Freeway Boulevard consists of 8-inch diameter cast iron pipe
(installed in 1961 and 1969) east of Shingle Creek Parkway and 12-inch diameter cast iron pipe
(installed in 1974) west of Shingle Creek Parkway. The condition of this water main is generally
good. Water main breaks have occurred near the intersection of Freeway Boulevard and Humboldt
Avenue. Water main was replaced in the intersection of Humboldt Avenue and Freeway Boulevard
as part of the Humboldt Avenue reconstruction project in 2006. After reconstruction of the
intersection, it has been determined the water main on Freeway Boulevard generally is in good
condition. No substantial water main replacement is scheduled for this project.
Sanitary Sewer
The existing sanitary sewer along Freeway Boulevard was originally installed between 1960 and
1974. 10-inch diameter sewer extends from Shingle Creek Parkway to Humboldt Avenue. Between
Humboldt and Dupont, the sanitary sewer reduces down to an 8-inch diameter pipe to the east.
Several spot repairs to the sanitary sewer were completed along Freeway Boulevard during the 1990
improvement project. Lift Station No. 10, located east of Shingle Creek on Freeway Blvd, was
reconstructed in 1985.
Project Summary
2007 Capital Improvement Program
land uses include industrial, commercial, and
RESOLUTION NO.2006-138
Exhibit A
Freeway Blvd Improvements Continued
At this time, replacement of sanitary sewer is not anticipated with the proposed project. A televising
inspection of the system is necessary to determine if additional sanitary sewer repairs are warranted
to supplement to repairs completed in 1990. "In-line flow monitoring was completed along the
segment of sanitary sewer between Humboldt Avenue and Dupont Avenue to determine if this
segment of 8-inch diameter sewer has sufficient capacity for the existing land use conditions. Flow
monitoring over a three week period showed the average flow of 73 GPM with flows ranging from
60 to 120 GPM. The peak flow was measured at 200 GPM. The segment of 8-inch diameter sanitary
sewer between Humboldt Avenue and Dupont Avenue has gravity flow capacity of approximately
300 GPM.
Storm Sewer
Two trunk storm sewers extend through the project area. A 36-inch diameter reinforced concrete
pipe sewer (installed in 1974) conveys runoff from the intersection of Shingle Creek Parkway and
Freeway Boulevard into Shingle Creek. The second trunk storm sewer consists of 60, 66, and 72-
inch diameter reinforced concrete pipe that conveys runoff from south of I-694 and along Freeway
Boulevard, eventually discharging to the Mississippi River. In 1990, additional catch basins were
added and several existing storm sewer structures were relocated to allow for widening of the street.
No substantial storm sewer replacement is scheduled for this project except for minor repairs to catch
basin castings and rings.
1
1
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Riverwood Neighborhood Improvements
The Riverwood Neighborhood project area is bounded by Highway 252 on the
west, 73`d Avenue on the north, Interstate 694 on the south and the Mississippi
River on the east. The project area includes a total of 12,588 feet of local streets.
The neighborhood consists of approximately 159 single family residential
properties, 7 multifamily residential lots (zoned R5) and the Riverwood Townhome
complex (zoned R3).
Streets
The streets in the Riverwood project area are approximately 30 feet wide with no
curb and gutter. A majority of the streets within the neighborhood were originally
installed between 1961 and 1968. The portion of Dallas Road between 72"d and
73`d Avenue was partially reconstructed in 1985. The street pavement condition is
considered very poor throughout most of the neighborhood. Street improvements
are anticipated to include installation of subgrade stabilization materials, drain tile,
curb and gutter, concrete driveway aprons, and new bituminous pavement. The
cost estimate also includes a 2-inch mill and overly along West River Road.
Water main 2SN
The water main in the Riverwood project area consists of 6-inch, 8-inch and 10-
inch diameter cast iron pipe (CIP) installed between 1961 and 1968. High
corrosion rates have been noted within the project area due to the presence of clay and organic soil
materials. Twenty-two water main breaks have occurred throughout the neighborhood over the past
20 years. Proposed water main improvements include the replacement of all conveyance pipes,
valves, fittings and hydrants.
Sanitary Sewer
The sanitary sewer serving most of the Riverwood project area is 8-inch diameter vitrified clay pipe.
A reinforced concrete pipe trunk sanitary sewer extends through the neighborhood from Highway
252 at 70s' Street to Willow Lane and continues south along Willow Lane to Interstate 694. A
majority of the sanitary sewer was installed between 1960 and 1968. Lift Station No. 7, located
along Willow Lane, was replaced in 1990. The existing 8-inch diameter sanitary sewer throughout
most of the neighborhood is in poor condition. A vast majority of the 8-inch diameter 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 proposed sanitary sewer improvements
include replacement of existing 8-inch diameter sanitary sewer pipe and existing access structures.
The CIP cost estimate includes cured-in-place pipe rehabilitation for sanitary sewer along West River
Road. Rehabilitation of the trunk sewer is not included in the current project cost estimate.
1
Storm Sewer
Two large diameter trunk storm sewer lines convey storm water drainage from areas west of
Highway 252 through the Riverwood neighborhood and discharge to the Mississippi River.
Segments of these trunk storm sewers could be preserved during reconstruction of the
neighborhood. The remaining portion of the neighborhood is drained by small diameter storm sewer
constructed in the early 1960s. Much of the small diameter storm sewer must be reconfigured to
reduce local flooding and preserve street pavement. Water quality treatment measures should be
included in the reconstruction of the drainage system within the project area to treat runoff prior
to discharging into the river.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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 69th Avenue on
the north. The total project length is 14,341 feet. The
neighborhood consists of approximately 223 residential
properties and 3 commercial properties.
,=I
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
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'b 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`h 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. Cured-
in-place pipe rehabilitation is proposed along, Scott, Major and Lee Avenues. Replacement of the
remaining 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 68s` Avenue eventually discharging into
Toledo Avenue in Brooklyn-Park. Runoff from the western portion of the project area drains to one small
diameter storm sewer system at the intersection of Orchard Avenue and 68`h 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Xerxes Avenue Improvements
The Xerxes Avenue Improvement Project area includes Xerxes Avenue
from Shingle Creek Parkway to the I-694 bridge, Xerxes from Northway
Drive to T.H. 100, 55th Avenue and 56`h Avenue as shown on the adjacent
figure. The total project length is 5,003 feet. Adjacent land uses are
primarily commercial (C1A and C2) with some multifamily residential
properties near Shingle Creek Parkway and Northway Drive.
Streets
Xerxes Avenue, 55th 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.
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 20
percent curb replacement along 55`h and 56th Avenues. Pavement improvements include a 3-inch mill and
overlay along the portion of Xerxes north of I-694 and full depth pavement replacement along the
remaining portion of Xerxes Avenue as well as 55th and 56th 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 56'h Avenue installed in 1966.
Public water main is not located within 55`h 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 high
corrosion conditions near T.H. 100. Proposed water main improvements include the replacement of 12-
inch diameter water main along Xerxes Avenue between 55th 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 55th and 56th 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. The current project cost estimate includes replacement
of sanitary sewer from 55th 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 documents 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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.
x
1 /
V~
CO RD NO 10
Streets 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 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. 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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Aldrich Neighborhood Improvements
The Aldrich Neighborhood project area extends from Dupont
Avenue to Interstate 94 and from 59" Avenue to 57`h 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
ULJ
constructed in 1968 through 1969. Existing streets are
generally 30 feet wide with no curb and gutter. The street M r-r-7 1
pavement is deteriorated throughout most of the neighborhood -RB
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 (CIP) throughout the project area and 24-inch diameter steel water main along 59`' Avenue.
A majority of the existing CIP 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 57`h
Avenue and 58 h 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 57 h and 59`h 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,
59s` 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Humboldt Avenue South Improvements
The Humboldt Avenue South project area extends from 53'd Avenue to 57"'
Avenue. The project area contains a total of 2,660 linear feet of local streets. 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 (CIP) installed in 1966. A condition survey must be
conducted for the existing water system in the project area to determine the extent
of corrosion. The water main is in fair condition based on current maintenance
records. The current project cost estimate assumes that water main will be
replaced between 5P and 55te Avenues to coincide with sanitary sewer replacement.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers
were originally installed in 1952. Sanitary sewer between 53'd and 55th 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" steel corrugated pipe that drains to a trunk line of
55`h 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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO..2006-138
Exhibit A
Dupont Avenue Neighborhood Improvements
The Dupont Avenue Neighborhood project area extends from 73rd Avenue to 570'
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 570' Avenue and 670' Avenue is 42 feet wide with _
concrete curb and gutter. The existing street between 670' 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 590' Avenue and Lilac Drive N and between 670' Avenue and 73rd
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 portion of the project area is 6-inch diameter cast
iron pipe installed in 1968 and 1969. Dupont Avenue between Interstate 94 and 690'
Avenue contains a 30-inch steel water main installed in 1963. The water main between 690' Avenue and
73°' 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 thoroughly documented at this time. However, there is a history of water main
breaks along Dupont Avenue between 690' and 73rd. The current project estimate includes complete
water main replacement between 590' Avenue and Lilac Drive N and between 670' Avenue and 73`d
Avenue. No water main replacement is expected 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 570' Avenue
and Lilac Drive N and between 670' Avenue and 73rd Avenue. No sanitary sewer replacement is expected
in the remaining areas.
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 hunk storm
lines area located on 700' Avenue, 650' Avenue, 590' Avenue and 570' Avenue. The current project cost
estimate includes 100 percent storm sewer replacement between 570' Avenue and Lilac Drive N and
between 670' Avenue and 73rd 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Twin Lake North Improvements
The north portion of the Twin Lake North project area extends
from County Road 10 to 55d' Ave, and from Admiral Lane to
Brooklyn Blvd. The south portion of the project area extends from
53rd Ave. to 50'h 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 (Rl and R4)
and 4 commercial properties (C 1).
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, installation of curb and gutter to improve drainage
pavement.
and placement of bituminous street
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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Logan Neighborhood Improvements
The Logan Neighborhood project area extends from Logan Avenue to
Humboldt Avenue and from 73rd Avenue to 69 h 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 (RI) 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 71s` Avenue from Logan Avenue to
Humboldt Avenue. The actual cost may be reduced 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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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". 72nd 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 diameter WJ
r--r-rimu U
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 the neighborhood. The current project
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 DRAFr
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
East Palmer Lake Neighborhood Improvements
The East Palmer Lake Neighborhood project area extends from Penn Avenue
to Morgan Avenue and from 69th Avenue to 73`d 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.
Approximately 50 percent of the water main within the project area is scheduled for replacement.
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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Kylawn Park Neighborhood Improvements
The north portion of the Kylawn Park 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 58 h Place and Major Ave. The total
project length is 15,311 feet. The neighborhood consists Y
of approximately 279 residential properties (RI and R4)
and 1 commercial property (C1).
Streets
June Avenue from County Road 10 to 61' Avenue is
designated as a Municipal State Aid Route. The 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 Ave 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 basal 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.
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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Wangstad Park Neighborhood Improvements
The Wangstad Park Neighborhood extends from
Noble Ave. to Brooklyn Blvd and from 63'd Ave.
to 61' Ave. The total project length is 15,884 feet.
The neighborhood consists of approximately 257
residential properties (RI and R4) and 6
commercial properties (C1).
Streets
June Ave. from 61" to 63`d 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.
Sanitary Sewer
The sanitary sewer the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed between
1956 and 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
The Wangstad Park Neighborhood has only one short stretch of storm sewer on 61' Ave. 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 Ave. 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
63`d Avenue Improvements
qffiffid
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 63`d 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 10 to 20
percent water main and miscellaneous hydrants as necessary in the project area.
Storm Sewer
63`d Avenue contains two storm drainage systems. The first drainage system is made 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.
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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Freeway Park Neighborhood Improvements
The Freeway Park Neighborhood project area
extends from Grimes Ave to Xerxes Ave and from
69 h Ave to Interstate 94. The project area
includes a total of approximately 12,869 feet of
local streets. The neighborhood consists of
approximately 216 residential properties.
Streets " earn AVC M
The majority of the streets in the project area were
INTERSTATE 94
originally constructed between 1967 and 1968.
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 tied in with water tower 1 on the corner of 69`h Ave. and France
Ave. 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 nuns along Ewing Avenue, 68"' Avenue. and Drew 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 69m
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.
1
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Freeway Boulevard West Improvements
The Freeway Blvd West project area extends from
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. Existing streets are 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-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
(CIP) 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 weft 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Vincent Neighborhood Improvements
The Vincent Neighborhood project area extends -from the
Centerbrook Golf Course to 53'd 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 i
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 in
The existing water main in the project area consists of 6-inch diameter cast iron pipe installed in 1973 and
12-inch and 16-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`s 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 por. 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.
1
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Evergreen Park Neighborhood Improvements
1
The Evergreen Park Neighborhood project area extends
from. Humboldt Ave. to State Highway 252 and from 69th
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 (RI to R5).
4
I
~I
i
Streets a
70th Avenue is designated as a Municipal State Aid Route. , A. v
The majority of the streets in the project area were
originally constructed between 1963 and 1966. Existing Fir
streets are generally 30 feet wide with no curb and gutter.
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. 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 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 70dh Ave. and then to the Mississippi River. The trunk line on 70d' 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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Palmer Lake West Improvements
The Palmer Lake West Neighborhood project area extends from the north
City limits to 69`h 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 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
2007 Capital Improvement Program
RESOLUTION NO.2006-138
Exhibit A
Firehouse Park Neighborhood Improvements
The Firehouse Park Neighborhood project area extends from 69'
Avenue to Interstate 94 and from Humboldt Avenue to Highway
252. Dupont Avenue and 650' 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 (Rl) and 14 multi-family properties (R4 and
R5).
Streets
67"' Avenue is designated as a Municipal State Aid Route. 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 =.m
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 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 fiuther 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 sewee 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 65th Avenue, and then to the Mississippi River. Runoff
from the portion of the project area north of 68th Avenue is conveyed to the trunk storm sewer line on 69"'
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 65t' and 69th Avenues.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Interstate Neighborhood Improvements
The Interstate Neighborhood project area extends from Interstate 94 to 59 h
Avenue and from Dupont Avenue to Lyndale Avenue. The total project
length is 14,821 feet. The neighborhood consists of approximately 214
residential properties (Rl).
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.
%IL~
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. The corrosion rate within the project area
has not been thoroughly documented at this time, but 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.
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 h Avenue and then to the Mississippi River. Replacement of
the trunk storm sewer along 59'b 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.
I
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Logan, 59th and Lilac Drive Improvements
This project area includes Logan Avenue from
57'b Avenue to Lilac Drive N, 59'h from Lilac
Drive N to Dupont Avenue and Lilac Dr. N
from Logan Avenue to 59d' Avenue. The total
project length is 3,761 feet. The neighborhood
consists of approximately 19 residential
properties (RI to RS) and 5 commercial zoned
properties (C1 and C2).
Streets
I J I M M
MMPNMPN
The entire project area is designated as a 11 , 4 L±J L±~ " ~ 4-4
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 59 h 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 59s` 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 Dr. N.
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"' 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`' Avenue as part of the
scheduled neighborhood improvements.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Grandview Park Neighborhood Improvements
The Grandview Park Neighborhood project area extends Interstate 694 to
57"' 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.
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 57"
to 59'". 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 59'h 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
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
1
Ryan Lake Industrial Park Improvements
The Ryan Lake project area includes Lilac Drive N from
48s` Avenue to the dead end, 48`A Avenue and Dusharm
Drive from Drew Avenue to the dead end and 47'"
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 U J
The majority of the streets in the project area were
originally constructed in 1958 and 1960. Existing streets
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 48h Avenue consists of 10-inch diameter cast iron pipe
installed in 1958. The water main on 47`h Avenue consists of 6-inch cast iron pipe installed in 1960. A
majority of the existing water main is believed to have a cement based internal liner. Water records
indicate one main break has occurred on Lilac Drive N. 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 49`' Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed
in1960. The sanitary sewer along 47h Avenue and 48 h 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 48 h Avenue and Dusharm Drive.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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. Three alternatives for achieving this have been proposed in
past studies: 1.) partial diversion of flow around the wetland; 2.) dechannelization 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.
Proposed improvements consist of repairing erosion areas and removal of a portion of the
accumulated sediment.
Storm Drainage Project Summaries
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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
storage volume below the invert of the outlet pipe to increase the water quality treatment
performance of the basin.
Storm Drainage Project Summaries
2007 Capital Improvement Program
RESOLUTION NO.2006-138
Exhibit A
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.
1
Storm Drainage Project Summaries
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing City entrance signs and cedar fences
surrounding the signs.
69'h Avenue Greenway Fence Rehabilitation
Proposed construction includes refinishing the wood fence along the north side of the 69`h Avenue
greenway.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73`d
Avenue to 66`h 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 Mall 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.
Park and Trail Improvements
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Park and Trail Improvements
City of Brooklyn Center
Kylawn Park Improvements
Proposed construction activities include the replacement of existing shelter building, minor repairs to
the trail lighting system and removal of the two existing tennis courts. The Kylawn Park building is
substantially deteriorated and no longer used as a warming house for winter activities. The new
structure is scheduled to include picnic facilities, one unisex restroom and a small utility area.
West Palmer Park Improvements
Proposed construction activities include the replacement of the existing shelter 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 other destination
park facilities.
69`h 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 Park Building
Proposed construction activities include the replacement of the existing shelter building. The new
structure will include picnic facilities and some limited storage space and an integrated enclosure for
a portable restroom. Restrooms are not included in the proposed building plan.
Riverdale Park Building
Proposed construction activities include the replacement of the existing shelter building with a small
picnic shelter and installation of one security light.
West Central Park Trail Improvements
Proposed construction includes replacing the bituminous tr ail 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.
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.
Willow Lane Park Building
The old 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.
Park and Trail Improvements
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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.
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.
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.
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway
Park and Willow Lane Park.
Arboretum Park South Parking Lot Reconstruction
Proposed construction includes replacement of the bituminous pavement within the south parking lot
of Arboretum 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.
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 reglacement 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.
Park and Trail Improvements
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
Miscellaneous Water Main and Sanitary Sewer Improvements
1
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 53rd 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 130 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 50'h
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.
Project Summary
2007 Capital Improvement Program
RESOLUTION NO. 2006-138
Exhibit A
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 696' Avenue and France Avenue was last painted
in 1999 with completed 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
coatings.
Water Tower No. 3 Painting
The 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was last
painted 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.
Project Summary
2007 Capital Improvement Program