HomeMy WebLinkAbout2015-184 CCR Member Lin Myszkowski introduced the following resolution and
moved its adoption:
RESOLUTION NO. 2015-184
RESOLUTION APPROVING THE 2016-2030 CAPITAL IMPROVEMENT
PLAN AND ADOPTING THE 2016 CAPITAL PROGRAM
WHEREAS, the City Council of the City of Brooklyn Center determined it is
fiscally responsible and necessary to develop an infrastructure plan that coordinates the long-
range municipal needs; and
WHEREAS, the City Council reviewed and discussed the proposed 2016-2030
Capital Improvement Plan together with the Financial Commission on July 6, 2015; and
WHEREAS, the City Council of the City of Brooklyn Center annually adopts a
Capital Improvements Program following review and discussion by the City Council; and
WHEREAS, attached hereto and incorporated herein by reference as Exhibit A is
the documentation for the above referenced 2016-2030 Capital Improvement Plan: and
WHERAS, the City Council of the City of Brooklyn Center authorizes the 2016
Program be included in the 2016 Annual City Budget.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Brooklyn Center that the 2016-2030 Capital Improvement Plan as set forth in Exhibit A to this
Resolution be and hereby is adopted.
December 7, 2015
72::�" "t4�-
Date Mayor
ATTEST: a4A K)iik
City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
Dan Ryan
and upon vote being taken thereon, the following voted in favor thereof:
Tim Willson, April Graves, Lin Myszkowski, Dan Ryan
and the following voted against the same:
whereupon said resolution was declared duly passed and adopted.
RESOLUTION NO. 2015-184 EXHIBIT A
City Of Brool(yn Center
2016 CAPITAL IMPROVEMENT PROGRAM
PROFILE
The 2016-30 Capital Improvement Plan (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. Changes in community priorities, infrastructure condition and inflation rates require
that adjustments be made on a routine basis.
A capital improvement is defined as a major non-recurring expenditure related to the City's physical facilities
and grounds. The 2015-2029 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 Plan proposes capital expenditures totaling approximately $165 million over the
next 15 years for improvements to the City's streets, parks, public utilities, and municipal buildings. A brief
description of the four functional areas is provided below.
Public Utilities
The City operates four utility systems, all of which have projects included in the CIP—water, sanitary sewer,
storm drainage, and street lighting. A vast majority of the public utility improvements are constructed in
conjunction with street reconstruction projects. The remaining portion of public utilities projects include
improvements to water supply wells,water towers, lift stations, force mains and storm water treatment system.
Street Improvements
Street improvements include reconstruction or resurfacing of neighborhood (local), collector and arterial
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.
2016-2030 Capital Improvement Program P age 11
RESOLUTION NO. 2015-184 EXHIBIT A
Capital Maintenance Building Improvements
Capital maintenance building improvements include short and long term building and facility improvements
identified in the 18-year Capital Maintenance Building Program approved in 2007.
CIP Funding Sources
Capital expenditures by funding source for the fifteen-year period are shown in Table 1 and Figure 1. 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.
Special Assessments
Properties benefiting from street and storm sewer improvements are assessed a portion of the project costs in
accordance with the City's Special Assessment Policy. Every year the City Council establishes special
assessment rates for projects occurring the following year. Rates are typically adjusted annually to maintain the
relative proportion of special assessments to other funding sources.
Street Reconstruction Fund
The Street Reconstruction Fund provides for the cost of local street improvements along roadways that are not
designated as municipal state aid routes. The revenue for this fund is generated from franchise fees charged for
the use of public right-of-way by natural gas and electric utility companies. The City's ability to provide
adequate revenue for the Street Reconstruction Fund is currently one of the main limiting factors in
determining the rate at which future street and utility improvements can be accomplished.
Municipal State Aid(MSA)Fund
State-shared gas taxes provide funding for street improvements and related costs for those roadways identified
as MSA streets. The City has 21 miles of roadway identified as MSA streets and is therefore eligible to receive
funding based on this designation. The annual amount available in 2015 is estimated to be $976,400 and
provides for maintenance and construction activities within the City's MSA street system. It is expected that
revenues from the State will incrementally increase from 2015 through 2021 due to a phased-in statewide
reformulation in allotment computations for cities.
Capital Projects Funds
The City Council adopted a Capital Project Funding Policy in January 2014,to provide reoccurring sources of
funding for the City's Capital Projects Funds. The Policy specifically identifies three main funding sources
including: audited year-end General Fund unassigned fund balance above 52%of the next year's General Fund
operating budget; audited year-end Liquor Fund unrestricted cash balance that exceeds three and a half months
of the next year's operating budget and one year of budgeted capital equipment needs; and Local
Governmental Aid (LGA) received in the amount of $650,000 or half of the amount received by the City
(whichever is greater). Other funding sources in this category include grants, park district funding, watershed
funding, federal and state funding, and county funding as determined on a project by project basis. Typically
the City Council has directed these funds towards municipal facilities such as parks,trails,public buildings and
other general purpose needs.
2016-2030 Capital Improvement Program P a g e 12
RESOLUTION NO. 2015-184 EXHIBIT A
TABLE 1.2016-2030 Capital Improvement Plan-Summary by Funding Source
Total Funding Average Annual Percent of
Need 15-yr Funq!29 Need Total Need
Water Utility $23,743,000 $1,582,867 14%
Sanitary Sewer Utility $21,009,000 $1,400,600 13%
Storm Drainage Utility $17,419,000 $1,161,267 11%
Street Lighting Utility $2,540,000 $169,333 1%
Municipal State Aid $10,096,000 $673,067 6%
Street Reconstruction Fund $33,428,000 $2,228,533 20%
Capital Projects Funds $33,045,000 $2,203,000 20%
Special Assessment Collections $24,319,000 $1,621,267 15%
TOTAL $165,5997000T $11,039,934 100%
FIGURE 1. 2016-2030 Capital Improvement Plan—Overview of Project and Funding Sources.
Capital Improvement Plan by Funding Source
Ass.�ial
sments, Wat 14% ' -
15%N "
Sanitary Sewer,
Capital Projects, 13%
20%
Or Storm Drainage ,
s
11%
4,144 Street
Reconstruction, MSA, 6%
20%
v�
Street
Light, 1%
2016-2030 Capital Improvement Program P a g e 3
I . I
n sett r"rt : _ ••• q�1�i „ r..n riii11111n1n =. ��
011��Ot t I� -'�''!■.n.�.•fL Wll ��i1UaIa1�'�'p �.0■ .r .. I
We
�.•„ �_
�4 • ■. . a
���� '•• i ■! C"�:is w1 �_
ML
_ ..rffi..a.•.i. �� iYy�� 11 i.�-
_� C:aWrunt/c. _w��11� :m^_i•[�!IIw wf� '■ ■ ■ C:C
11� ?� �- �. •� 11 la
�`��'�'�1P Fuel s
"' _
w n� •— "_.--- !:*!!IA�Ik�?._ th
_.
nate• n t■ �IVII�E•Ingg+1111111tr �a"7L Z '' ��� ': R�` r� R7•s
-nnso 111111111 a
./94.111/. C► �� 1 nln 11111p n/fI .nr,`Rr 'J ►��11
ZZ W 92 ttmnZ'.•• .6lt�lnit�i11111n11i1
:=nu9a/l4�nlcunnl�q It 11mA^=110116 a e !11
nnuunnnnlW.• It 111111 IU/1 E/O/n 11
. w,}� I�
-=■�i... - ry. _,�, .� t„S-' CZ �[ GIUI aa� r� ■s
■ �I/il•�, „� h��lL C�_ � 'Y 4-.�.�. •7�G6T : '�\: �' � � �Lm 7.L' C I
w ,
■QIII �. �i � � �
line?7q3� �i,u 11111 r,
i 11
n1n1� i-in 11111?, �/M•-mm.13 IM IIIZ�w C!1- In�� °��I / ■ \ _-
iii�ii�� �..■ 1 �i/min�1111111' �` r-■r ..�--���� ��l a Ti' �.��_
�C°3 n1A e E nmrgi1i111l ���= + • �.\I
i�si3=r -mariluiwu"� � ir.
-u •���.Ininn
a, Me 1111■n• _• "1'� l
=i L.■h.11`�tO/1111111�`��� ®�. :: C
■ S o C�iiiii ' .: sm
L
• C�tl
12, US
H ME
r —■►t,�Inln/ t1i ■ - 11 i
UK SO
UsNo
spa
i
■ Imr c r � :tall:CiiO Ia� S•
~ 1 IISG{331/nC••
�-��• ���kk��s��, �1�IIIIIIIIl �i •. ��"
s _ Il ti .■ n 1�I=qlu.. 11
�.
Its
fills n/,Is
■�1�`/iiiiiiin- . .. , '� Y 1y!(
I.i
no it IfflIt
in Q =
./IIS-_. 1 1 =�=N: �� •. .
`111111111111 '-1= r� `\� • • • - - 1
11 ��R BE
��;Y is � f ������1 q►1111 j�� t _ t
=317L■9 � t
.. fi ��a�iYlll� • t t
1
1 t
, t
1111111111 1111 � I
IA EL4%rMIM MEN . . . .
�Tr ^rr.ry ry � '111L1•;(j�� �R p�■■g��E Zn■■ � •■■n uuypm �.■ • � � . •illtrt�'��l7alltt �U■1�IU1 i-IO P L.F.rtHcnO
1E• R : //r11.11111/1/a> ^� C - 111/��r I Aa/IP 1WIa�"JI
R n�iniimlMrr n�■ ��vt� o a
-a. -\.9qa •'r.o-a i■i m .L E! � a1IiTrCW' /■ iN�
N rr3 1 l■
J �i'7t3f?ma f11Y �/�' - 9 t-r�rii ;� n Ira,Z/lmtf 9�Jt U■��i •
�"' RU w0[,... w ■ :.�' ■r/.IrU■ .1::- :�� `'-1 nr Ilr r�i
L N - � I iil .► - �r. � _
�..WU' r : ii IU1SI11�IIIItr CITU SS C:rL1■ICS'ES3�11/���7 �1 sr r
IN =12
1111 ,
' s ,, � rI:1 � �� Ise■
c11ui fit
I
::nrrrri;rrry�
_.rllt�-� ../Ilta�lruunlr'rrq� �C�:S• V
:�IGGI mu'i''r� Itlt !ui num ��� s:i■i peYt �'�+
�■iSiS'in■u�■I�i■nritNo
I vi
:'11IU1.�.UwSlook
nUUa1■Ilii
51.:Illi, ,rt.■-,� •� -�a u�i `�alr. _'_'' �/ `P/����i�\I`,
...a�i;■Z. r 7 - _ :rrreuc: 1S�_...
`aYYIiiYI i ::auitin s ■ i � �:is- �IIC
No
10 Mo
„■�i.1r ti�lel��• u �j�.�/'���SW S SU a ".d+
,aLI�
��!�'�i�" •' -��:s s ss � '" = 51° Illi�
' r.uYww '•' �''�•:p' `lir p Sala ... r■■e S.-,_.l- U
smogLJ 'r \ a�S riWi l■S 1 1■ SN ■ ..-■Cs• s s
K. IUIII/■ SIU ' I♦ ■ :.— U r
,� .rr�/oiCGu9:■ r�lR � - L"11�•-■ L■■S-i�'= y•1! ,it 'i
�r■ s � i'f S1i w SS L van INH ,11 11
ME IRS
Z0 XI
■ !
l■
1,Lc.4nmZ\''�I�ii ® ee ,; �:a l B ill, �
�!1111 21 C] •SIC Ilrmmn if. ::..C. �� -- c... 6-
I �+1
//a■
Is S
Alllllli=m r �
�r■;91;,1�12 sl; a �- ■
Ur,tiu■an,Z�'.y �■s
` VIII II -OU,
e3a a o
' i u I■ . -
1€;l is MMIV �III�Q1�811p�.-
1
1 1 1 1
1
Table 2
Capital Improvement Program(2016-2030)
November 25,2015
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Total Project
Project Assessments Reconst.Fund Fund Utility Utility Utility utility Funds Cost 0
r
2016
Palmer Lake West Area Improvements $1,130,000 $2,160,000 $0 $1,150,000 $1,460,000 1 $1,790,000 $130,000 $0 $7,820,000
Freeway Blvd Mill and Overlay East of Xerxes Avenue)_ $140,000 $0 $500,000 $50,000 $10,000 $10,000 $50,000 $0 $760,000 --
57th Ave Mill and Overlay Humboldt to 1-94 $30,000 $0 $320,000 $50,000 $10,000 $10,000 $20,000 $0 $440,000 z
57th Ave Regional Trail(Logan to 1-94 $0 $0 $0 $0 $0 $0 $0 $1,280,000 (A) $1,280,000
Azelia Ave and Northport Drive Retaining Wall Re I. $0 $71,000 $0 $0 $0 $0 $0 $0 $71,000 Z
Sanitary Sewer Linin Miss.River Trunk S.of 1-694 to 57th Ave. $0 $0 $0 $868,000 $0 $0 $0 $868,000 O
Water Tower No.3 Painting $0 $0 $0 $0 $0 $1,300,000 $0 1 $0 $1,300,000
Brooklyn Blvd City Entrance Signs Rehab 1 $0 $0 $0 $0 $0 $0 $0 $17,000 $17,000 lV
69th Ave Greenway&Cahlander Park Fence Replacement $0 $0 $0 $0 $0 $0 $192,000 $192,000 O
Northport Park-Shelter $0 $0 $0 $0 $0 $0 $0 $200,000 $200,000
Northport Park Lighting Replacement Project $0 $0 $0 $0 $0 $0 $0 $66,000 $66,000 to
Centennial Park Tennis Courts Resurfacing,Basketball Court Project $0 $0 $0 $0 $0 $0 $125,000 B) $125,000 �-
Council Chambers and Technology Update Project $0 $0 $0 $0 $0 $0 $0 $551,000 (C) $551,000 00
Storm Water Ponds 46-001,50-001,52-001,58-002&60 001 Rehab $0 $0 $345,000 $0 $0 $0 $0 $345,000
Centennial Park East Emergency Pond Overflow Outlet R $0 $0 $0 $50,000 $0 $0 $0 $0 $50,000
Shingle Creek Reareation Project $0 $0 $0 $23,000 $0 $0 $0 $147,000 D) $170,000
West Palmer Park Trail/Parking LotlCourt Rehab $0 $0 $0 $0 $0 $0 $0 $40,000 $40,000
Free Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $39,000 $39,000
Capital Maintenance BuildingProgram 2016 $0 $0 $0 $0 $0 $0 $0 $203,000 $203,000
2016 Subtotal $1,300,000 $2,231,000 $820,000 $1,668,000 $2,348,000 $3,110,000 $200,000 $2,860,000 $14,537,000
NOTES:(A)Federal grant(TE program$1,000,000)and Three Rivers Park Distnct funding$280,000).
(8)The Parks and Recreation Commission is expected to evaluate and study the use of these facilities in 2016,which may cause this project to be postponed to 2017.
(C)Funding sources:$270,000 of existing NW Cable Comm.Grant Funds,10-yr inter-fund loan to be repaid from future NW Cable Comm.grant funds plus interest.
(D)Funding sources:Federal 319 Grant($93,500),Shingle Creek Watershed Commission($42,500),Brooklyn Park($11,1X10)and Brooklyn Center($23,000).
2017
Evergreen Park Area Improvements and SRTS Trails $1,470,000 $3,000,000 $640,000 $1,430,000 $2,060,000 $2,730,000 $140,000 $344,000E $11,814,000
69th Ave Mill&Overlay(Shingle Crk P to Dupont Ave $280,000 $0 $610,000 $70,000 $10,000 $20,000 $60,000 $0 $1,050,000
France Avenue Mill and Overt North of 69th Ave $60,000 $0 $210,000 $40,000 $20,000 $10,000 $20,000 $0 $360,000
Traffic Signal System Rehab. 69th and France Aves. $0 $50,000 $150,000 $0 $0 $0 $0 $0 $200,000
West River Rd Trail Replacement $0 $0 $0 $0 $0_ $0 $0 $150,000 $150,000
69th Ave Trail Recon.(Shingle Crk to Dupont Ave. $0 $0 $0 $0 $0 $0 $0 $119,000 $119,000
Evergreen Park Trail and Parking Lot Improvements $0 $0 $0 $0 $0 $0 $0 $269,000 $269,000
Water Tower No.2-Painting $0 1 $0 $0 $0 $0 $1,225,000 $0 1 $0 $1,225,000
Well Motor Speed Controls FD Wells 4 and 10 $0 $0 $0 $0 $0 $20,000 $0 $0 $20,000
Lift Station No.2 Rehabilitation $0 $0 $0 $0 $215,000 $0 $0 $0 $215,000
Lift Station No.1-Wet Well Improvement and Rehab $0 $0 1 $0 1 $0 $350,000 $0 $0 $0 $350,000
Stone Water Ponds 264)05&63-006 Rehab $0 P $0 $34,000 $0 $0 $0 $0 $34,000
Opportunity Area Outlet Backflow Preventer Imp. $0 $0 $0 $21,000 $0 $0 $0 $0 $21,000
Ca ital Maintenance Building Program 2017 $0 $0 $0 $0 $0 1 $0 $0 $273,000 $273,000
2017 Subtotal $1,810,000 $3,050,000 $1,610,000 $1,595,000 $2,655,000 $4,005,000 $220,000 $1,155,000 $16.100,000
NOTES:(E)Federal Safe Routes to School funding for new trails$275,392(total trail improvements$344k,City matches balance from Capital Projects Funds).
2018
Firehouse Park Area Improvements $2,140,000 $4,010,000 $390,000 $1,760,000 $2,390,000 $2,110,000 $160,000 $0 $12,960,000
Belivue Area Mill and Overt $320,000 $510,000 $110,000 $340,000 $60,000 $20,000 $0 $0 $1,360,000
Brooklyn Boulevard Corridor Project 49th Ave.to Bass Lk Rd $0 $0 $0 $0 $0 $0 $9,310,000 F) $9,310,000
51 at Avenue Improvements at BrooklynBlvd
$80,000 $60,000 $90,000 $10,000 $110,000 $100,000 $0 $0 $450,000
Intersection Imp./Traffic Signal 66th Ave 252 $0 $0 $220,000 $0 $0 $0 $0 $0 $220,000
Centennial Park East Trail Replacement $0 $0 $0 $0 $0 $0 $0 $84,000 $84,000 '"'
tz
Earle Brown/OpportunityArea Street Light Replacement Ornamental at Nodes) $0 $0 $0 $0 $180,000 $0 $180,000 0-4
Storm Water Ponds 41-001,43-001,60-002,60-004,62-001,&64-002 Rehab $0 $177,000 $0 $0 $0 $0 $177,000
Ca nal Maintenance Building Program 201!3 $0 $0 $0 1 $0 1 $0 $0 $0 $396,000 $396,000
2018 Subtotal $2,540,000 $4,580,000 $810,000 $2,287,000 $2,560,000 $2,230,000 $340,000 $9,790,000 $25,137,000
(F)Brooklyn Blvd.Corridor Imp.federal funding($7,000,000)and 20%minimum matching by the City Capital Improvements Fund and Hennepin County($2,310,000)
G:\Administration\Budget\2016\CIP\Final CIP\151125_FINAL_2016-30 CIP Table 2 Page 16
Table 2
Capital Improvement Program(2016-2030)
November 25,2015
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Total Project
Project Assessments Reconst.Fund Fund Utility utility Utility Utility Funds Cost
2019
Interstate Area Improvements $1,470,000 $3,810,000 $0 $1,640,000 $1,990,000 $2,550,000 $120,000 $0 $11,580,000 Q
Southeast Area Mill and Ovedff $1,400,000 $310,000 $60,000 $630,000 $130,000 $40,000 $0 $0 $2,570,000
Humboldt Ave CR 57 Reconstruction 53rd to 57th $390,000 $0 $380,000 $110,000 $360,000 $330,000 $20,000 $570,000 G $2,160,000
Connections at Shingle Creek Phase 2 $0 $0 $0 $96,000 $0 $0 $0 $287,000 H $383,000
Park Playground Equip Replacement $0 $0 $0 $0 $0 $0 $0 $300,000 $300,000 O
Storm Water Ponds 35-003&35-004 Rehab $0 $0 $0 $105,000 $0 $0 $0 $0 $105,000
Lift Station No.9 Force Main Replacement $0 $0 $0 $0 $243,000 $0 $0 $0 $243,000
70th Avenue Storm Sewer Trunk Line Rehabilitation $0 $0 $0 $328,000 $0 $0 $0 $0 $328,000 Z
Capital Maintenance Building Program 2019 $0 $0 $0 $0 $0 $0 $0 $434,000 $434,000 O
2019 Subtotal $3,260,000 $4,120,000 $440,000 $2,909,000 $2,723,000 $2,920,000 $140,000 $1,591,000 $18,103,000 [J
NOTES:(G)Anticiapted Hennepin County funding share-Humboldt Ave is a county road(CR 57). O
(H)Watershed funding estimated at 75%($287k)and 25%City funding($96k)
2020
00
Grandview Park Area Im rovements $1,940,000 $4,350,000 $370,000 $1,880,000 $1,990,000 $2,270,000 $200,000 $0 $13,000,000
L an/Lilac/59th Avenues Reconstruction $410,000 $0 $1,410,000 $120,000 $10,000 $270,000 $20,000 $0 $2,240,000
Brooklyn Boulevard Corridor Projects 7,8,9 and 10-Bass Lk Rd to 65th $0 $0 $0 $0 $0 $0 $13,000,000 I $13,000,000
Lilac Dr.Trail Retaining Wall Re I.(south of CR 57) $0 $0 $0 $0 $0 $0 $0 $59,000 $59,000
Park Playground Equip Replacement $0 $0 $0 $0 $0 $0 $0 $309,000 $309,000
Water Tower No.1 Painting $0 $0 $0 $0 $0 $718,000 $0 $0 $718,000
Capital Maintenance Building Program 2020 $0 $0 $0 $0 $0 $0 $0 $144,000 $144,000
2020 Subtotal $2,350,000 $4,350,000 $1,780,000 $2,000,000 $2,000,000 $3,258,000 $220,000 $13,512,000 $29,470,000
NOTES:(I)Brooklyn Boulevard Corridor Imp.funding estimated at 80%outside source($10,400,000)and worst case 20%by the City Capital Improvements Fund($2,600,000)
2021
Ryan Lake Industrial Park Area Improvements $300,000 $630,000 $0 $250,000 $190,000 $420,000 $10,000 $0 $1,800,000
Traffic Sig Ss Rehab(Shingle Creek Pkwy/Summit) $50,000 $0 $150,000 $0 $0 $0 $0 $0 $200,000
Traffic SigS s Rehab.(Shingle Creek Pk /John Martin) $50,000 $0 $150,000 $0 $0 $0 $0 $0 $200,000
Park Playground Equip Replacement $0 $0 $0 $0 $0 $0 $0 $318,000 $318,000
Lift Station No.1 Controls Rehab $0 $0 $0 $0 $200,000 $0 $0 $0 $200,000
Storm Water Ponds 12-001,12-006&26-004 Rehab $0 $0 $0 $97,000 $0 $0 $0 $0 $97,000
61st&Perry Avenues Storm Sewer Improvement $0 $0 $0 $169,000 $0 $0 $0 $0 $169,000
65th Avenue Trunk Storm Sewer Rehabilitation $0 $0 $0 $464,000 $0 $0 $0 $0 $464,000
,Capital Maintenance Building Program 2021 $0 $0 1 $0 $0 1 $0 $0 $0 $87,000 $87,000
2021 Subtotal $400,000 $630,000 $300,000 $980,000 $390,000 $420,000 $10,000 $405,000 $3,535,000
2022
Northwest Area Mill and Overlay $290,000 $340,000 $0 $290,000 $140,000 $200,000 $70,000 $0 $1,330,000
Palmer Lake Trail Reconstruction $0 $0 $0 $0 $0 $0 1 $0 1 $238,000 1 $238,000
Capital Maintenance Building Program 2022 $0 $0 $0 $0 $0 $0 1 $0 1 $401,000 1 1 $401,000
2022 Subtotal $290,000 $340,000 $0 $290,000 $140,000 $200,000 $70,000 $639,000 $1,969,000
2023
Knox,James and 54th Ave.Area Improvements $270,000 $360,000 $0 $150,000 $20,000 !�$47]0,000
$0 $0 $810,000
51st Avenue Improvements west of France Avenue $160,000 $100,000 i $0 $10,000 $10,000 $20,000 $0 $310,000
50th Avenue Improvements(France Ave to Drew Ave $50,000 $70,000 $0 $40,000 $10,000 $0 $0 $290,000
53rd Avenue Improvements Penn Ave to 4th St $30,000 $0 $2,370,000 $370,000 $120,000 $180,000 $0 $3,540,000
Lyndale Avenue lm rovements $60,000 $220,000 $120,000 $60,000 $130,000 $20,000 $0 $620,000
Capital Maintenance Building Program 2023 $0 $0 $0 $0 $0 $0 $85,000 $85,000
2023 Subtotal $570,000 $750,000 $2,490,000 $630,000 $290,000 $620,000 $220,000 $85,000 $5,655,000
tz
H
2024 �]
Woodbine Area Improvements $ 36 $1,890,22P $140,000 $490,0000 $ 5700, $2$6 , $8,620,000
Humboldt Ave Improvements $270,000 000 2 1 $1,160,000
>$ ,0 $0 00 70,0000 SO
Miscellaneous Tennis Court Resurfacing $0 $0 $0 $0 SO $0 $0 1 $116,000 1 $116,000
Capital Maintenance Building Program 2024 $0 $0 1 $0 $0 $0 1 $0 $0 $43,000 1 1 $43,000
2024 Subtotal $2,010,000 $1,890,000 $410,000 $520,000 $1,890,000 $2,840,000 $220,000 $159,000 $9,939,000
G:\Administration\Budget\2016\CIP\Final CIP\151125_FINAL_2016-30 CIP Table 2 Page 7
Table 2
Capital Improvement Program(2016-2030)
November 25,2015
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Total Project
Project Assessments Reconst.Fund Fund Utility Utility Utility Utility Funds Cost 7y
2025
Orchard Lane East Improvements $2,470,000 $2,750,000 $0 $270,000 $1,560,000 $3,090,000 $210,000 $0 $10,350,000
Traffic Sig Sys Rehab.(Shingle Creek P Brookdale $59,000 $0 $116,000 $0 $0 $0 $0 $0 $175,000 r
Lift Station Nos.8&9 Rehabilitation $0 $o $0 1 $0 $102,000 $0 1 $0 $0 $102,000
Capital Maintenance Building Program 2025 $0 $0 1 $0 1 $0 $0 $0 $0 $49,000 1 1 $49,000 y
2025 Subtotal $2,529,000 $2,750,000 $116,000 $270,000 $1,662,000 $3,090,000 $210,000 $49,000 $10,676,000 O
2026 z
Orchard Park West Area Improvements $3,520,000 $2,900,000 $0 $180,000 $1,760,000 $160,000 $270,000 $0 1 $8,790,000 O
Meadowlark Gardens Area Improvements $930,000 $530,000 $230,000 $10,000 $90,000 $290,000 $150,000 $0 $2,230,000
53rd and Xerxes Avenue Improvements $90,000 $290,000 $0 $90,000 $0 $0 $80,000 $0 $550,000 (v
Hockey Rink Rehabilitation/Replacements $0 $0 $0 $0 $0 $0 $0 $205,000 $205,000 O
Irrigation Systems Rehabilitation/Replacements $0 $0 $0 $0 $0 $0 $0 $136,000 $136,000
Centennial Park Softball Field Improvements $0 $0 $0 $0 $0 $0 $0 $429,000 $429,000 r
Capital Maintenance Buildin Proram 2026 $0 $0 $0 $0 $0 $0 $0 $220,000 $220,000 '0
00
2026 Subtotal $4,540,000 $3,720,000 $230,000 $280,000 $1,850,000 $450,000 $500,000 $990,000 $12,560,000
2027
St.Alphonses Area Mill and Overlay $400,000 1 $110,000 $0 $210,000 $40,000 $10,000 $60,000 $0 1 $830,000
67th and James Avenues Mill and Overlay $210,000 $20,000 1 $0 $90,000 $10,000 $10,000 $20,000 $0 $360,000
John Martin Drive Mill and Overlay $120,000 $0 $60,000 $30,000 $10,000 $10,000 $80,000 $0 $310,000
68th and Lee Avenues Mill and Overlay $170,000 $20,000 $0 $80,000 $10,000 $10,000 $30,000 $0 $320,000
Softball/Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $0 $50,000 $50,000
69th Avenue Trail Reconstruction $0 $0 $0 $0 $0 $0 $0 $208,000 $208,000
Evergreen Park Score Board Improvements $0 $0 $0 $0 $0 $0 $q $121,000 $121,000
andscape
69th Avenue LRehabilitation $0 $0 $0 $0 $0 $0 $0 $139,000 $139,000
Capital Maintenance Building Program 2027 $0 $0 $0 $0 1 $0 $0 $0 1 $200,000 $200,000
2027 Subtotal $900,000 $150,000 $60,000 $410,000 $70,000 $40,000 $190,000 $718,000 $2,538,000
2028
73rd Ave Mill and Overlay Humboldt to Camden $70,000 $0 $140,000 $30,000 $30,000 $10,000 $0 $0 $280,000
66th and Camden Avenues Mill and Overlay $30,000 $580,000 $300,000 $50,000 $10,000 $10,000 $0 $0 $980,000
Earle Brown Drive Area Improvements $40,000 $1,190,000 $410,000 $70,000 $30,000 $10,000 $0 $0 $1,750,000
Park Trail and Parking Lot Lighting Improvements $0 $0 $0 $0 $0 $0 $0 $380,000 $380,000
Capital Maintenance Building Program 2028 $0 $0 1 $0 $0 $0 $0 $0 $200,000 $200,000
2028 Subtotal $140,000 $1,770,000 $850,000 $150,000 $70,000 $30,000 $0 $560,000 $3,590,000
2029
Garden City Central Area Improvements $910,000 $1,180,000 _$180-000__ $780,000 $410,000 $50,000 $0 $0 $3,510,000
RetainingWall Replacement miscellaneous locations $0 $117,000 $0 $0 $0 $0 $0 $0 $117,000
Centennial Ball Field Scoreboard Replacement $0 $0 $0 $0 $0 $0 $0 $42,000 $42,000
Capital Maintenance BuildingProgram 2029 $0 $0 $0 $0 $0 $0 $0 $200,000 $200,000
2029 Subtotal $910,000 $1,297,000 $180,000 $780,000 $410,000 $50,000 $0 $242,000 $3,869,000
2030
Garden City North Area Improvements $770,000 $1,800,000 $0 $2,650,000 $620,000 $480,000 $0 $0 $6,320,000
Park Name Sign Replacements $0 $0 $0 $0 $0 $0 $0 $70,000 $70,000
Sanitary Sewer Linin Miss.River Trunk N.of 1-694 to 7llow $0 $0 $0 $1,143,000 $0 $0 $0 $1,143,000
Lift 2 Forcemain Linin Under 1-94 0th $0 $0 $0 $0 $188,000 $0 $0 $0 $188,000
Capital Maintenance Building Program 2029 1 $0 $0 $0 $0 $0 $0 $0 $200,000 $200,000 �"
2030 Subtotal $770,000 $1,800,000 $0 $2,650,000 $1,951,000 $480,000 $0 $270,000 $7,921,000
y
TOTALS $24,319,000 $33,428,000 $10,096,000 $17,419,000 $21,009,000 $23,743,000 $2,540,000 $33,045,000 $165,599,000
NOTES:A TH 252 project(construction year to be determined)is expected to be programmed and added to the CIP in 2016 once the TH 252 Corridor Study is complete.
G:\Hdministration\Budget\2016\CIP\Final CIP\151125_FINAL_2016-30 CIP Table 2 Page 18
RESOLUTION NO. 2015-184 EXHIBIT A
PROJECT DESCRIPTIONS
2016-2030 Capital Improvement Program
City of Brooklyn Center
Table of Contents
Street and Utility Improvements....................................................................................................................13
Freeway Boulevard Mill and Overlay(East of Xerxes Avenue)—2016...................................................13
57th Avenue Mill and Overlay(Humboldt Avenue to I-94)-2016...........................................................14
Palmer Lake West Area Improvements-2016..........................................................................................15
69th Avenue Mill and Overlay(Shingle Creek Pkwy to Dupont Avenue)- 2017....................................16
France Avenue Mill and Overlay(North of 691h Avenue)- 2017..............................................................17
Evergreen Park Area Improvements- 2017 ..............................................................................................18
Bellvue Area Mill and Overlay-2018 ......................................................................................................19
Firehouse Park Area Improvements-2018...............................................................................................20
51St Avenue Improvements(at Brooklyn Boulevard)- 2018.....................................................................21
Southeast Area Mill and Overlay- 2019...................................................................................................22
Humboldt Avenue(CR 57)Reconstruction(53`d to 57th)- 2019..............................................................23
Interstate Area Improvements-2019........................................................................................................24
Logan, Lilac and 59th Avenues Reconstruction-2020..............................................................................25
Grandview Park Area Improvements-2020.............................................................................................26
Ryan Lake Industrial Park Area Improvements- 2021 .............................................................................27
Northwest Area Mill and Overlay-2022..................................................................................................28
Knox,James and 54th Avenues Area Improvements-2023......................................................................29
51St Avenue Improvements(West of France Avenue)- 2023 ...................................................................30
50th Avenue Improvements(France Avenue to Drew Avenue)-2023 .....................................................31
53`d Avenue North Improvements(Penn Avenue to 4th Street)- 2023......................................................32
Lyndale Avenue Improvements-2023 .....................................................................................................33
Woodbine Area Improvements-2024.......................................................................................................34
Humboldt Avenue Improvements- 2024..................................................................................................35
Orchard Lane East Improvements- 2025..................................................................................................36
Orchard Park West Area Improvements- 2026.........................................................................................37
Meadowlark Gardens Area Improvements-2026.....................................................................................38
53`d and Xerxes Avenue Improvements- 2026.........................................................................................39
St. Alphonsus Area Mill and Overlay-2027 ............................................................................................40
67th and James Avenues Mill and Overlay- 2027.....................................................................................41
John Martin Drive Mill and Overlay-2027..............................................................................................42
Project Summaries Page 19
2016-2030 Capital Improvement Program
RESOLUTION NO. 2015-184 EXHIBIT A
68th and Lee Avenues Mill and Overlay- 2027.........................................................................................43
73`d Avenue Mill and Overlay(Humboldt to Camden) -2028..................................................................44
66th and Camden Avenues Mill and Overlay- 2028 .................................................................................45
Earle Brown Drive Area Improvements- 2028.........................................................................................46
Garden City Central Area Improvements- 2029.......................................................................................47
Garden City North Area Improvements-2030.........................................................................................48
Water Main and Sanitary Sewer Improvements............................................................................................49
Sanitary Sewer Lining(Mississippi River Trunk South of I-694 to 57th Ave)- 2016...........................49
Water Tower No. 3 Painting- 2016.......................................................................................................49
Lift Station 1 Wet Well Improvements and Rehabilitation- 2017 ........................................................49
Water Tower No. 2 Painting- 2017.......................................................................................................49
Lift Station No. 2 Rehabilitation-2017.................................................................................................49
Well Motor Speed Controls(VFD)Upgrade Wells 4 and 10 -2017.....................................................50
Lift Station No. 9 Forcemain Replacement- 2019 ................................................................................50
Water Tower No. 1 Painting- 2020.......................................................................................................50
Lift Station No. 1 Controls Rehabilitation- 2021 ..................................................................................50
Lift Station Nos. 8 and 9 Rehabilitation -2025 .....................................................................................50
Lift Station No. 2 Forcemain Lining Under I-94- 2030.......................................................................50
Sanitary Sewer Lining(Mississippi River Trunk North of 1-694 to 70th Ave/Willow Lane)-2030.....50
Street Light and Traffic Signal Improvements..............................................................................................51
Traffic Signal System Rehabilitation(69`h and France Avenues)- 2017...............................................51
Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes- 2018 51
Intersection Improvements/Traffic Signal System Replacement at 66th Avenue and TH 252 -2018...51
Traffic Signal System Rehabilitation(Shingle Creek Parkway and Summit Avenue)- 2021...............51
Traffic Signal System Rehabilitation(Shingle Creek Parkway and John Martin Drive)- 2021 ...........51
Traffic Signal System Rehabilitation (Shingle Creek Parkway and Brookdale Square)-2025............51
Capital Maintenance Building Plan...............................................................................................................51
Yearly Capital Maintenance Building Plan Projects..............................................................................51
StormWater Improvements...........................................................................................................................52
Storm Water Management Basins..........................................................................................................52
Storm Water Pond 46-001 -2016...........................................................................................................52
Storm Water Pond 50-001 -2016...........................................................................................................52
Storm Water Pond 52-001 - 2016...........................................................................................................52
Storm Water Pond 58-002-2016...........................................................................................................52
Storm Water Pond 60-001 - 2016...........................................................................................................52
Project Summaries Page 110
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Storm Water Pond 26-005 - 2017...........................................................................................................52
Storm Water Pond 63-006- 2017...........................................................................................................53
Storm Water Pond 41-001 -2018...........................................................................................................53
Storm Water Pond 43-001 - 2018...........................................................................................................53
Storm Water Pond 60-002 - 2018...........................................................................................................53
Storm Water Pond 60-004- 2018...........................................................................................................53
Storm Water Pond 62-001 - 2018...........................................................................................................53
Storm Water Pond 64-002-2018...........................................................................................................53
Storm Water Pond 35-003 - 2019...........................................................................................................54
Storm Water Pond 35-004- 2019...........................................................................................................54
Storm Water Pond 12-001 - 2021...........................................................................................................54
Storm Water Pond 12-006- 2021...........................................................................................................54
Storm Water Pond 26-004-2021...........................................................................................................54
Centennial Park East Emergency Pond Overflow Outlet Rehabilitation -2016....................................54
Shingle Creek Reaeration Project-2016...............................................................................................54
Opportunity Area Outlet Backflow Preventer Improvement- 2017......................................................54
70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019.................................................................54
Connections at Shingle Creek Phase 2 -2019........................................................................................55
61St and Perry Avenues Storm Sewer Improvement-2020....................................................................55
65th Avenue Trunk Storm Sewer Rehabilitation—2021 ........................................................................55
Park and Trail Improvements.........................................................................................................................55
57th Avenue Regional Trail Improvements(Logan Avenue to I-94) —2016........................................55
Brooklyn Boulevard City Entrance Signs Rehabilitation- 2016...........................................................55
691h Avenue Greenway& Cahlander Park Fence Replacement-2016..................................................55
Northport Park Lighting Replacement Project- 2016............................................................................55
NorthportPark Shelter—2016................................................................................................................55
West Palmer Park Trail/Parking Lot/Basketball Court Repair—2016.................................................55
Freeway Park Trail Replacement—2016...............................................................................................56
Evergreen School Safe Routes to School Trail Improvements(SRTS Trails)—2017...........................56
West River Road Trail Improvements—2017........................................................................................56
Evergreen Park Trail and Parking Lot Improvements—2017................................................................56
691h Avenue Trail Reconstruction(Shingle Creek to Dupont Avenue)—2017......................................56
Centennial Park East Trail Replacement—2018....................................................................................56
Play Ground Equipment Replacement—2019 through 2021.................................................................56
Palmer Lake Trail Reconstruction—2022..............................................................................................56
Project Summaries Page 111
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Miscellaneous Tennis Court Resurfacing-2024...................................................................................56
Hockey Rink Rehabilitation and Replacements- 2026..........................................................................56
Irrigation Systems Rehabilitation and Replacements-2026 .................................................................57
Centennial Park Softball Field Improvements- 2026............................................................................57
Softball/Baseball Fence Replacement-2027.........................................................................................57
691h Avenue Trail Reconstruction—2027...............................................................................................57
Evergreen Park Score Board Improvements- 2027...............................................................................57
69th Avenue Landscape Rehabilitation - 2027 .......................................................................................57
Park Trail and Parking Lot Lighting Improvements-2028...................................................................57
Centennial Ball Field Score Board Replacement- 2029........................................................................57
Park Name Sign Replacement- 2030.....................................................................................................57
Miscellaneous Projects and Improvements....................................................................................................57
Azelia Avenue and Northport Drive Retaining Wall Replacements-2016 ..........................................57
Lilac DriveTrail Retaining Wall Replacement( south of CR 57) - 2020 ............................................58
Retaining Wall Replacements(Miscellaneous Locations)- 2029 .........................................................58
Brooklyn Boulevard Corridor Project(49th Avenue to Bass Lake Road)- 2018...................................58
Brooklyn Boulevard Corridor Projects 7, 8, 9 and 10(Bass Lake Road to 65th Avenue- 2020............58
Project Summaries Page 112
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Street and Utility Improvements
Freeway Boulevard Mill and Overlay (East of Xerxes Avenue)— 2016
The Freeway Boulevard 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
l-`
constructed in 1974. The existing street is generally
45 feet wide with concrete curb and gutter. The street
pavement exhibits a moderate rate of deterioration due to higher volumes of traffic. The current cost
estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20
percent sidewalk replacement, 25 percent concrete apron replacement and a 3-inch mill and overlay of the
bituminous pavement.
Water main
The existing water main in the Freeway Boulevard project area consists of 12-inch diameter cast iron pipe
installed in 1974. The water main is in good condition based on current maintenance records. The current
project cost estimate includes casting replacement only.
Sanitary Sewer
The existing sanitary sewer along the west half of the project area consists of 15-inch diameter reinforced
concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of fl-
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 casting replacement only.
Storm Sewer
The storm sewer on Freeway Boulevard 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 as necessary within the project area.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 113
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
57th Avenue Mill and Overlay (Humboldt Avenue to I-94) - 2016
The 57th Avenue project area
includes 57`h Avenue from
Humboldt Avenue to
Interstate 94. The project area T
contains a total of 2,894 linear
im A VCH
feet of local streets. The I1 _ —z_ i
neighborhood consists of 42 � = "—
c.
x _ r 94
residential properties. z - -
.r
. Z ... 'I � .... n _y55�H 41:.t!J ,�..J
— _
Streets _ � r �1---!
57th Avenue is designated as a
Municipal State Aid Route. -This project area was reconstructed in 1996. The road is 38 feet wide with concrete curb and gutter. The
roadway surface has prematurely failed and excessive potholes have occurred in connection with the issues
with the roadway chip sealcoat application. The current cost estimate assumes street improvements that
consist of minor concrete repairs and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 6-inch diameter ductile iron pipe (DIP) installed in
1996. The current project cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter and 10-inch diameter poly-vinyl chloride
(PVC) installed in 1998 and 1999. The current project cost estimate includes casting replacement only.
Storm Sewer
The existing storm sewer in the project area consists of a trunk storm line that flows east to the Mississippi
River. It contains 21-inch to 36-inch diameter reinforced concrete pipe(RCP) installed in 1996. The current
project cost estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a standard
rectilinear fixture and underground power.
Project Summaries Page 114
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Palmer Lake West Area Improvements - 2016
The Palmer Lake West project area extends from the north City limits to 69th
Avenue and from France Avenue to West Palmer Lake Drive, excluding
Palmer Lake Circle. 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 Avenue and Woodbine Lane. Water records indicate ten
main breaks have occurred within the area, and five properties have experienced frozen water service in
past winters.The current project estimate includes complete water main replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1956
and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift station was
reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was replaced in 2003.
Approximately 75 percent of the sanitary sewer in the project area is subjected to frequent problems with
root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding and
preserve street pavement. A majority of the storm water runoff from the project area is collected in the
existing storm sewer system and conveyed to a regional storm water management pond adjacent to Palmer
Lake.A trunk storm sewer line extends along back property lines north of Urban Avenue.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.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 18 wood poles with 18 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 115
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
69th Avenue Mill and Overlay (Shingle Creek Pkwy to Dupont Avenue) - 2017
r ° i
The 69th Avenue North mill and overlay project area extends from Shingle Creek Pkwy to Dupont Avenue
North. The project area contains a total of 6,902 linear feet of local streets. The neighborhood consists of
approximately 30 residential properties (R1), 1 R3 property, 5 R5 properties, 6 industrial (I1) and 5
commercial(C2)properties.
Streets
This segment of roadway is designated as a Municipal State Aid Route. This section of 69th Avenue was
reconstructed in 1996. The existing street ranges from 30 to 50 feet wide with concrete curb and gutter. The
current cost estimate assumes street improvements that consist of complete bituminous trail replacement,
approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent apron
replacement and a 2-inch mill and overlay.
Water main
The existing water main in the 69th Avenue North project area consists of 16-inch diameter cast iron pipe
(CIP) installed in 1960 and 24-inch diameter ductile iron pipe (DIP) installed in 1996. Based on current
maintenance records, there have been three water main breaks in this area since the road was last
reconstructed. The current project cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer on 69th Avenue consists of 4-inch vitrified clay pipe (VCP) installed in 1962, 8-inch
diameter VCP installed between 1961 and 1969 and 12-inch diameter VCP installed in 1969. The current
project cost estimate includes casting replacement only.
Storm Sewer
The existing storm sewer on the west half of the 691h Avenue project consists of 15-inch to 18-inch
diameter reinforced concrete pipe (RCP) that drains to Shingle Creek. The east half of the 69th Avenue
project consists of 12-inch to 30-inch diameter reinforced concrete pipe(RCP)that drains to the Mississippi
River. All of the storm sewer on 69th Avenue was installed in 1996 when the road was reconstructed with
the exception of 250 feet of 30-inch RCP installed in 1969. The current project cost estimate includes
casting replacement as needed.
Street Lighting
The current cost estimate includes replacing the eight wood poles with eight fiberglass poles with a
decorative rectilinear fixture and underground power.
Project Summaries Page 116
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
France Avenue Mill and Overlay (North of 691h Avenue) - 2017
CITY OF BROOKLYN PARK
73RD AVE N
The France Avenue North project area extends from 7314 CITY OF BROOKLYN CENTER
--
Avenue to 691h Avenue. The project area contains a total of
2,635 linear feet of local streets. The neighborhood consists of ." �
approximately 59 residential properties(R1).
72ND AVE N _ ?
y . '7N
Streets
This segmentment of roadway is designated as a Municipal State Aid -
Route. This section of France Avenue was reconstructed in 7151 AVE N
1997. The existing street is generally 32 feet wide with concrete
curb and gutter. The roadway surface has prematurely failed and
excessive potholes have occurred in connection with the issues _
with the roadway chip sealcoat application. The current cost
estimate assumes street improvements that consist of
approximately 20 percent curb replacement, 20 percent sidewalk1 j_1 Taj
replacement, 25 percent apron replacement and a 2 inch mill and
overlay. T7 — —
Water main
The existing water main on France Avenue North consists of 14-inch diameter ductile iron pipe (DIP)
installed in 1997. The current project cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer on France Avenue consists of 8-inch vitrified clay pipe (VCP) with a cured-in-place
pipe liner installed in 1997 and an 8-inch diameter poly-vinyl chloride(PVC) installed in 1997. The current
project cost estimate includes casting replacement only.
Storm Sewer
The existing storm sewer on France Avenue consists of 12-inch to 18-inch and 48-inch diameter reinforced
concrete pipe (RCP) that drains to Palmer Lake. The storm sewer in the project area was installed in 1997
when the road was reconstructed with the exception of the 48-inch RCP installed in 1968. The current
project cost estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the two wood poles with two fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 17
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Evergreen Park Area Improvements - 2017
The Evergreen Park project area extends from Humboldt Avenue to -
State Highway 252 and from 69th Avenue to 73`d Avenue. Dupont
Avenue 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).
Streets 1 J
70th Avenue is designated ated as a Municipal State Aid Route. Most of
the streets in the project area were originally constructed between
1963 and 1966. Existing streets are generally 30 feet wide with no --�
curb and gutter. 700'Avenue from Dupont Avenue to Hwy 252 has concrete curb and gutter and ranges in
size from 30 to 65 feet wide. 70th Avenue 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 Park 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 steel pipe. The main line water main in the residential areas generally consists of 6-inch cast iron
pipe installed between 1961 and 1965. A majority of the existing water main is believed to have a cement
based internal liner. There is a history of water main breaks along 72nd Avenue, Woodbine Lane and
Camden Avenue. Water records indicate 23 main breaks have occurred within the neighborhood, and 10
properties have experienced frozen water service in past winters. The current project estimate assumes
replacement of the older 6-inch to 10-inch cast iron water main.
Sanitary Sewer
The sanitarysewer in the project area consists of 8-inch diameter vitrified clay pipe VCP installed in 1961
P J YPP (VCP)
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 complete replacement of the sanitary sewer.
Storm Sewer
A majority of the storm water runoff from the project area is conveyed to the Mississippi River. Emerson
Avenue, Bryant Avenue and Camden Avenue have storm drainage systems that flow to 70th Avenue. and
then to the Mississippi River. The trunk line on 70th Avenue 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 will be evaluated to determine the remaining service life. The project estimate includes
complete storm sewer replacement and construction of a storm water treatment facility to treat regional
storm water runoff prior to discharging to the Mississippi River.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 118
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Bellvue Area Mill and Overlay - 2018
project
The Bellvue area extends - --
from Dupont Avenue to 4th Street
and 53`d Avenue to 55th Avenue. _,
The project area also includes 55th - — -
Avenue from James Avenue to 4th - _ Z _ x
Street. Th :`
e area contains a total Of � ,.,,.yre � z'apcw[. � 94
10,858 linear feet of local streets._
The project area consists of
approximately 165 residential _ W ` i 'k
71 or M.I A CLNT!'!!1
properties, three multi-family M or
properties, two business properties
and one church property.
Streets
Dupont Avenue is designated as a Municipal State Aid Route. The Bellvue area was last reconstructed in
1998. The streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate
assumes street improvements that consist of approximately 10 percent concrete replacement and a 2-inch
mill and overlay.
Water main
Approximately 15 percent of the water main in the Bellvue area was replaced with ductile iron pipe (DIP)
in 1998 when the neighborhood was reconstructed.The remaining water main in the area consists of 6-inch
to 10-inch diameter CIP and 16-inch steel water main installed between 1964 and 1982. Water records
indicate seven main breaks have occurred within the neighborhood, and seven properties have experienced
a frozen water service in past winters. The current project cost estimate includes casting replacement only.
Sanitary Sewer
All sanitary sewer in the project area was replaced with 8-inch and 10-inch poly-vinyl chloride (PVC)
when the neighborhood was reconstructed in 1998. The current project cost estimate includes casting
replacement only.
Storm Sewer
The storm sewer in the Bellvue project area flows to two trunk lines on 55th Avenue and then east to the
Mississippi River. Approximately 75 percent of the storm sewer in this area was installed in 1998,
including one of the trunk lines on 55t' Avenue. This storm sewer consist of 12-inch to 54-inch diameter
pipe. The remaining storm sewer is a second trunk line that runs along 55th Avenue. This trunk line consists
of 30-inch to 42-inch reinforced concrete pipe (RCP) that was installed in 1952. The current project cost
estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power,with a combination of wood poles with cobra head light
fixtures and fiberglass poles with rectilinear fixtures. The current cost estimate includes no street light
replacement.
Project Summaries Page 19
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Firehouse Park Area Improvements - 2018
The Firehouse Park project area extends from 691h Avenue to Interstate �-
94 and from Humboldt Avenue to Highway 252. Dupont Avenue and 65th ! .
Avenue are not included in the project area. The total project length is
21,456 feet. The neighborhood consists of approximately 305 single E
family residential properties (RI) and 14 multi-family properties(R4 and
R5).
Streets
67th Avenue is designated as a Municipal State Aid Route. The majority
of the streets in the project area were originally constructed between 1964 t Z
and 1967. Existing streets are generally 30 feet wide with no curb and
gutter. The street pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is poor. Proposed ---------
street improvements consist of the 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 64th Avenue. 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 16 main
breaks have occurred within the neighborhood. The current project estimate includes replacement of
approximately 60 percent of the water main within the project area. The estimated water main costs will
need to be refined by conducting further field inspections.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe
(VCP) installed between 1961 and 1968 and between 1971 and 1974. Approximately 25 percent of the
sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an
annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system
within the neighborhood is rated as fair. The current project estimate includes complete replacement of the
sanitary sewer pipes and access structures and cured-in-place lining of the sanitary sewer that follows the
5th Street easement between 66th Avenue and 67th Avenue.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the 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 69th
Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer
system, but does not include replacement of the trunk storm sewer along 65th and 691h Avenues.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 120
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
51" Avenue Improvements (at Brooklyn Boulevard) - 2018
The project area extends from the north property line of the
Malmborg's Garden Center south and east to Xerxes Avenue. The loo �C
total project length is 680 feet. The neighborhood consists of three
residential properties (R1), two multi-family properties (R1) and one
commercial property. 1 8
_.
Streets o "�
51 Avenue east of Brooklyn Blvd is a designated Municipal State ~
st
Y g p r--
5151 AVE.
Aid Route. The streets in the project area were originally constructed I Z
in 1964. 51 St Avenue east of Brooklyn Boulevard is 30 feet wide with
no curb and gutter. The service road along Brooklyn Boulevard is r
currently 25 feet wide with curb and gutter on the west side of the
8 >
. 501N AVE N
road. The street pavement is deteriorated throughout most of the
project area. 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. This project is planned to be coordinated with the Brooklyn Boulevard
Corridor Improvements between 491h Avenue and Brooklyn Boulevard.
Water main
The existing water main in the project area is 3-inch diameter cast iron pipe (CIP) installed in 1964. The
current project estimate assumes complete replacement of the water main within the project area.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1964. The sanitary sewer on 51 st Avenue is subjected to frequent problems with root intrusion. Root sawing
must be performed on an annual basis to maintain the system conveyance capacity. Complete replacement
of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The project area consists of two storm structures that convey water to the east into Minneapolis. The
current cost estimate includes minor storm sewer repairs.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 121
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Southeast Area Mill and Overlay - 2019
The Southeast project area extends from
9 Fq1 .F7. r7
Interstate 94 to Irving Ave between 57tH
Avenue and 55th Avenue and from
Dupont Avenue to Irving Avenue
between 55th Avenue and 53`d Avenue. �" Sim AVE N
The area contains a total of 20,364 linearES
l _
feet of local streets. The project area
consists of approximately 401 single i E — 1 94
family residential properties and 6 multi-
family properties.
Streets SM AVE M --
Dupont Avenue is designated as a
Municipal State Aid Route. The
_ — — ,
Southeast area was last reconstructed in amo err T
1999. Dupont Avenue is 33 feet wide
and the remaining streets are generally 30 feet wide with concrete curb and gutter. The current cost
estimate assumes street improvements that consist of approximately 10 percent concrete replacement and a
2-inch mill and overlay.
Water main
Approximately 2 percent of the water main in the Southeast area was replaced with ductile iron pipe (DIP)
in 1999 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch
and 8-inch diameter CIP installed between 1964 and 1969. Water records indicate four main breaks have
occurred within the neighborhood, and six properties have experienced frozen water services in past
winters. The current project cost estimate includes casting replacement only.
Sanitary Sewer
All of the sanitary sewer in the project area was replaced with 8-inch and 10-inch poly-vinyl chloride
(PVC) when the neighborhood was reconstructed in 1999. The current project cost estimate includes
casting replacement only.
Storm Sewer
The storm sewer in the Southeast project area flows to two trunk lines on 55th Avenue and then east to the
Mississippi River. Approximately 93 percent of the storm sewer in this area was installed in 1999 when e the
e
neighborhood was reconstructed. This storm sewer consist of 12-inch to 27-inch diameter pipe. The
remaining storm sewer throughout the project area consists of 12-inch and 18-inch reinforced concrete pipe
(RCP) that was installed between 1952 and 1979. The current project cost estimate includes casting
replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 122
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Humboldt Avenue (CR 57) Reconstruction (53rd to 57th) - 2019
The Humboldt Avenue project area extends from 53`d Avenue to 57th Avenue. L=.
The total project length is approximately 2,660 linear feet. The neighborhood 'n"""`"-
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 H F1
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 d.
for the street and drainage improvements and funding for water main, WIN AVE N
sanitary sewer and street lighting improvements as described below.
Water main
The existing water main in the Humboldt Avenue project area consists of 6-
inch diameter cast iron pipe (CIP) installed in 1966. A condition survey must '�'""K
be conducted for the existing water system in the project area to determine 1 ---- - -
the extent of corrosion. The water main is in fair condition based on current
maintenance records. The current project cost estimate assumes replacing - - - —
approximately 75 percent of the water main.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter 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 approximately 100 percent
of the sanitary sewer.
Storm Sewer
The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a
trunk line along 55th 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.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 123
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Interstate Area Improvements - 2019
The Interstate project area extends from Interstate 94 to 59th Avenue and WEAST, �.
from Dupont Avenue to Lyndale Avenue. The total project length is 17,343 •^� '
feet. The neighborhood consists of approximately 235 residential properties
(RI). 1_
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 _ r
{
bituminous streetP avemen
t.
z;
,y
Water main }
The existing water main in the project area consists of 6-inch and 8-inch k
diameter cast ironi e installed in 1969. Colfax Avenue contains a 24-inch
p p
steel water main installed in 1964.A majority of the existing water main is believed to have a cement based
internal liner. There is no history of water main breaks in the project area. Three properties have
experienced frozen water service in past winters. In 2019,the water main system will be in service for 50 to
55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of
adjacent sanitary sewer. The current project estimate assumes complete replacement of the water main to
facilitate the sanitary sewer replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter 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 59th Avenue and then to the Mississippi River. The trunk storm
sewer along 59th Avenue and an in-line water quality treatment device was installed in 2009 as part of the
Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate assumes
complete reconstruction of the storm drainage system 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.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 15 wood poles with 15 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 124
2016-2030 Capital Improvement
RESOLUTION N0. 2015-184
EXHIBIT A
Logan, Lilac and 59th Avenues Reconstruction - 2020
This project area includes Logan Avenue from
57th Avenue to Lilac Drive N, 59th from Lilac JMAVC N
Drive N to Dupont Avenue and Lilac Drive N ,� ,� r (• ,� g
from Logan Avenue to 59th Avenue. The totalI
project length is 3,761 feet. The neighborhoodf.
r - EtL_
consists of approximately 12 residential -
properties, 3 church properties, 1 school property,
14 multi-family properties (R3 to R5) and 2
commercial zoned properties(C2).
Streets
SM AVE M -7 F:q ' Q
The entire project area is designated as a 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 Drive N have concrete curb and gutter, and 59th Avenue has no curb. The street pavement is
deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor.
Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and placement of bituminous street pavement.
Water main
The existing water main along Logan Avenue and Lilac Drive N is 10-inch diameter cast iron pipe installed
in 1965 and 16-inch diameter cast iron main along 59th Avenue installed in 1969. A majority of the existing
water main is believed to have a cement based internal liner. The corrosion rate within the project area has
not been thoroughly documented at this time. Utility records indicate that there has been one water main
break along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect
various fittings to determine the extent of water main replacement that is warranted. The current project
estimate includes replacement of water main along Logan Avenue and Lilac Drive N only.
Sanitary Sewer
The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with
cured-in-place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer
improvement for the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing trunk line along 50
Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along
Logan Avenue to 57th 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 59th Avenue as part of the scheduled
neighborhood improvements.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the three wood poles with three fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 125
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Grandview Park Area Improvements - 2020
The Grandview Park project area extends Interstate 694 to 57th Avenue
and from Logan Avenue to Dupont Avenue. The total project length is K
20,821 feet. The neighborhood consists of approximately 345 residential s
properties(R1)and 4 multi-family properties(R6).
Streets
The majority of the streets in the project area were originally constructed 8 .M �
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 K
street subgrade, installation of curb and gutter to improve drainage and r
placement of bituminous street pavement.
Water main
The existing water main in the project area consists of 6-inch and 8-inch diameter cast iron pipe installed
between 1964 and 1969. A 16-inch steel water main runs along Emerson Avenue from 57th Avenue to 59th
Avenue. A majority of the existing water main is believed to have a cement based internal liner. Water
records indicate two main breaks have occurred within the neighborhood, and one property has experienced
a frozen water service in past winters. The current project estimate includes replacement of approximately
Y
50 to 75 percent of the water main within the project area. The 16-inch steel water main along Emerson
Avenue potently could be replaced with C900 plastic water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter 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 59th 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.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 25 wood poles with 25 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 126
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Ryan Lake Industrial Park Area Improvements - 2021
The Ryan Lake project area includes Lilac Drive N from 48th
Avenue to the dead end, 48th Avenue and Dusharme Drive from
Drew Avenue to the dead end and 47th Avenue from Drew 19
Avenue to the dead end. The total project length is 1,932 feet.
The neighborhood consists of approximately 12 industrial 48TH AVE N
properties and 3 multi-family properties(R5).
/7TH AVE N
Streets
The majority of the streets in the project area were originally
constructed in 1958 and 1960. The western portion of 47th
th
Avenue and Drew Avenue were reconstructed in 2002. The western portion of 48 Avenue was
reconstructed in 2005. The remaining street sections are 25 to 40 feet wide with no curb and gutter. The
street pavement is deteriorated and in poor condition. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of
bituminous street pavement.
Water main
The existing water main on Lilac Drive N, 48th Avenue and Dusharme Drive consists of 10-inch diameter
cast iron pipe (CIP) installed in 1958. The water main on 47th Avenue consists of 6-inch cast iron pipe
installed in 1960. Water records indicate one main break has occurred within the neighborhood. The current
project estimate assumes complete replacement of the water main in the project area. The cost estimate also
includes the cost of jacking new water main under the railroad tracks from Dusharme Drive to 491h Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1960. The sanitary sewer along 47th Avenue and 48th Avenue is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity.
The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to Ryan Lake. Runoff from Lilac Drive N is conveyed to storm drainage ditches along
Highway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer
system. The cost estimate also includes installation of a small storm water management pond at the
intersection of 48th Avenue and Dusharme Drive within City owned property adjacent to Ryan Lake.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the two wood poles with two fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 127
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Northwest Area Mill and Overlay - 2022
The Northwest project area extends from Toledo
Avenue east to Perry Avenue and from 71' Avenue
south to Wh Avenue. The total project length is 6,819
feet. The neighborhood consists of 124 residential F.,
properties(RI)and two school owned properties. fAVI StreetsThe streets in the project area were reconstructed in1994. The streets are 30 feet wide with concrete curb '. 70TH AVE
and gutter. The current cost estimate assumes street ,oT,AVE H
improvements that consist of minor concrete repairs r
and a 2 inch mill and overlay. a o
69TH AVE N
Water main.
When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was
replaced with 6-inch diameter ductile iron pipe. The remaining water main consists of 6-inch diameter cast
iron pipe (CIP) installed in 1955. Water records indicate two main breaks have occurred on the CIP water
main, and one property has experienced a frozen water service in past winters. The current project cost
estimate includes lining the existing CIP pipe.
Sanitary Sewer
When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced
with 8-inch and 10-inch diameter poly vinyl chloride (PVC). The remaining sanitary sewer consists of 8-
inch vitrified clay pipe (VCP) installed in 1956. The project cost estimate includes cured-in-place lining of
the VCP sanitary sewer main.
Storm Sewer
The storm water runoff from the project area is collected in a storm water pond in the northwest corner of
the project area. The storm sewer consists of 15-inch to 42-inch diameter reinforced concrete pipe (RCP)
installed in 1994.The current project estimate includes minor storm sewer repairs.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the nine wood poles with nine fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 128
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Knox, James and 54th Avenues Area Improvements - 2023
The Knox, James and 541h Avenue project area includes James
Avenue and Knox Avenue between 55th Avenue and 53`d Avenue, - - 36Th.l N
and 54th Avenue between Logan Avenue and Irving Avenue. The
project area includes a total of 3,487 feet of local streets. The
neighborhood consists of approximately 78 residential one multi- �
family property. _ f
#yam Y
i � W
1
Streets
The existing streets in the project area are 30 wide with concrete N,
curb and gutter constructed in 1994. Proposed street
improvements consist of new street pavement and replacement of
isolated sections of concrete curb and gutter as necessary.
55-0 Alf N
=cm or.r�x�rous:
Water Main
The existing water main in the project area consists of 6-inch
diameterductile iron pipe (DIP) installed in 1994. The currentnt project estimate includes casting
replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 10-inch diameter poly vinyl chloride (PVC) installed in
1994. The condition of the sanitary sewer system within the neighborhood is rated as good. The current
project cost estimate includes the replacement on sanitary sewer castings only.
Storm Sewer
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55h
J h' P J
Avenue and is conveyed to the Mississippi River. The storm sewer consists of 12-inch diameter to 18-inch
diameter reinforced concrete pipe installed in 1994. The current project cost estimate includes replacement
of storm sewer castings.
Street Lighting
The existing street light system is overhead power,with a combination of wood poles with cobra head light
fixtures and fiberglass poles with rectilinear fixtures. The current cost estimate includes no street light
replacement.
Project Summaries Page 129
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
51" Avenue Improvements (West of France Avenue) - 2023
The 51St Avenue project area extends from 185 feet south
of Oak Street on Twin Lake Blvd E to France Avenue.
The total project length is 1,171 feet. The neighborhood
consists of approximately 25 residential properties.
Streets
The 51St Avenue project area was originally constructed in
1990. The existing street is 30 feet wide with concrete ��
curb and gutter. After the year 2023 the pavement willhave exceeded the expected service cycle. Proposed street
improvements consist of reconstruction of the bituminous r k'-,- 30TH AVL �
N
street pavement and replacement of the concrete curb and ��-�..,
gutter as necessary. f '
11 �.
Water Main
The existing water main in the 51St Avenue project area consists of 8-inch diameter ductile iron pipe
installed in 1990. The water main is in good condition based on current maintenance records. The project
cost estimate includes casting replacement only.
Sanitary Sewer
The sanitary sewer in the 51St Avenue project area consists of 8-inch diameter poly vinyl chloride (PVC)
pipe installed in 1990. The condition of the sanitary sewer system within the neighborhood is rated as good.
The current project estimate includes the replacement of sanitary sewer castings only.
Storm Sewer
The storm sewer runoff from the 51 st Avenue project area is collected in the existing storm sewer system
and conveyed to the storm water pond west of 51St Avenue. The existing storm sewer in the project area
consists of 15-inch to 21-inch diameter reinforced concrete pipe installed in 1990. The current project cost
estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer
as necessary.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 130
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
501h Avenue Improvements (France Avenue to Drew Avenue) - 2023
The 50th Avenue project area extends on 50th Avenue from
France Avenue to Drew Avenue. The total project length is 665 OAK ST"
feet. The neighborhood consists of approximately 4 residential
properties (R4), 5 industrial properties (I2) and 1 commercial 51ST,�E" W Z
property(C 1). e�
x � 3
W �
Streets
This section of 50th Avenue was reconstructed in 1988. The 30TH AVE N :
existing street is 36 feet wide with concrete curb and gutter.
After the year 2023 the pavement will have exceeded the ,,,"AVE"
expected service cycle. Proposed street improvements consist
of reconstruction of the bituminous street pavement and replacement of the concrete curb and gutter as
necessary.
Water Main
The existing water main in the 50th Avenue project area consists of 8-inch and 10-inch diameter cast iron
pipe installed in 1958 and 1966. The corrosion rate within the project area has not been thoroughly
documented at this time. Water records indicate that one main break has occurred within the project area,
and one property has experienced a frozen water service in past winters. The current cost estimate includes
complete replacement of the water main.
Sanitary Sewer
The sanitary sewer in the 50th Avenue project area is owned and maintained by the Metropolitan Council
and consists of 30-inch diameter reinforced concrete pipe (RCP) installed in 1955. The current project
estimate includes the replacement of sanitary sewer castings only.
Storm Sewer
The storm sewer runoff from the 50th Avenue project area is collected in the existing storm sewer system
and is conveyed to storm drainage ditches along Highway 100. The existing storm sewer in the project area
consists of 15-inch to 24-inch diameter reinforced concrete pipe installed in 1988. The current project cost
estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer
as necessary.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 131
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
53rd Avenue North Improvements (Penn Avenue to 4t" Street) - 2023
The 53rd Avenue project area extends on 53rd Avenue from Penn Avenue to 4d' Street N. The project area
includes a total of 5,979 feet of local streets. The neighborhood consists of approximately 27 residential
properties,one multi-family property and two business properties.
Streets
53rd Avenue is designated as a Municipal State Aid Route. 53rd Avenue is also the border between
Brooklyn Center and Minneapolis. The north portion of 53rd Avenue is maintained by Brooklyn Center and
the south portion is maintained by Minneapolis. The existing streets in the project area are 36 feet wide
with concrete curb and gutter, constructed in 1985. Proposed street improvements consist of the
reconstruction of the street subgrade, installation new of curb and gutter to improve drainage and placement
of bituminous street pavement.
Water Main
The existing water main on 53rd Avenue is 6-inch diameter cast iron pipe (CIP) installed between 1965 and
1969. The corrosion rate within the project area has not been thoroughly documented at this time. Water
records indicate there have been no main breaks within the project area. The current project estimate
includes complete water main replacement on 53rd Avenue. The project cost estimate also includes an
emergency connection with Minneapolis if formal inter-communication arrangements can be established
for this connection. Brooklyn Center staff will need to contact Minneapolis Water Utilities to discuss this
potential emergency connection.
Sanitary Sewer
The sanitary sewer on 53rd Avenue consists of 8-inch and 9-inch diameter vitrified clay pipe (VCP)
installed between 1952 and 1959. The condition of the sanitary sewer system within the neighborhood is
rated as fair. The current project cost estimate includes complete sanitary sewer replacement.
Storm Sewer
The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55d`
Avenue and is conveyed to the Mississippi River. The storm sewer on 53rd consists of 12-inch diameter to
15-inch diameter reinforce concrete pipe installed between 1952 and 1979. The current project cost
estimate includes replacement of 75 percent of the storm sewer laterals and structures.
p
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 132
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Lyndale Avenue Improvements - 2023
The Lyndale Avenue project area extents from 57th Avenue
to 55th Avenue and includes the 56th Avenue and 55th _
Avenue cul-de-sacs. The current project length is 1,905
feet. The neighborhood consists of 11 residential propertiesfl M
(R2 and R4). 1,
}
PIER
Streets
The streets in the project area were constructed in 1985. ® EB
The existing streets are 30 feet wide with concrete curb and E�B E33
gutter. Proposed improvements include 20 percent curb EE?
TMAN
replacement and installation of new street pavement.
Water Main
The existing water main in the project area consists of 6-
inch diameter ductile iron pipe (DIP) installed in 1978 and
1985. The water main is in good condition based on current
maintenance records. The current project cost estimate
includes replacement of miscellaneous valves and hydrants
as necessary.
Sanitary Sewer
The existing sanitary sewer consists of 24-inch diameter reinforced concrete pipe installed in 1959. This
sanitary sewer line is the main trunk line that carries the sanitary flow from the eastern third of Brooklyn
Center to a lift station on Lyndale Avenue south of 55th Avenue. The condition of the sanitary sewer in the
Y rY
neighborhood is rated fair. The current project cost estimate includes replacement of sanitary services and
replacement of sanitary sewer castings. Cured-in-place lining of the trunk sanitary sewer may be necessary
based on future televising inspections.
Storm Sewer
A substantial portion of the southeast section of the city drains through the trunk storm sewer located along
55th Avenue. The existing trunk storm sewer line consists of 36-inch diameter reinforced concrete pipe
installed in 1952. The remainder of the project area consists of 12-inch diameter to 18-inch diameter
reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm
sewer structure castings and isolated portions of lateral storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the three wood poles with three fiberglass poles with a
decorative rectilinear fixture and underground power.
Project Summaries Page 133
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Woodbine Area Improvements - 2024
The Woodbine project area extends from — ' a 13W All N �
Brooklyn Blvd to France Avenue and from " °R'W$A I
the north City limits to 71" Avenue. The
project area contains a total of 15,525
linear feet of local streets. The
neighborhood consists of approximately g'
248 residential properties. .j57y;Y � f
Streets i o
Noble Avenue from Brooklyn Blvd to the
F 1 1
north City limits is a designated Municipal r� _ J� � .
State Aid Route. The Woodbine ` y""Alt
Neighborhood was reconstructed in 1995.Noble Avenue is 40 feet wide with concrete curb and gutter. The
remaining streets are generally 30 feet wide with concrete curb and gutter. The project design process will
include evaluating geometric options at the intersection of Noble Avenue and Woodbine Lane to address
possible pedestrian safety issues. The current cost estimate assumes street improvements that consist of
approximately 50 percent curb replacement, 10 percent sidewalk replacement, and full depth pavement
replacement.
Water main
The existing water main in the Woodbine area consists of 6-inch and 8-inch diameter cast iron pipe (CIP)
installed between 1957 and 1959. Records indicate there have been 11 water main breaks in the
neighborhood between 1975 and 2013, and six properties have experienced frozen water service in past
winters. The current project cost estimate includes complete water main replacement.
Sanitary Sewer
Approximately 25 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC) when the neighborhood was reconstructed in 1995. The remaining sanitary sewer consists of 8-inch
diameter vitrified clay pipe (VCP) installed in 1958 and 1959. The current project cost estimate includes
replacement of the existing VCP sanitary sewer within the roadway and cured-in-place lining of the
sanitary sewer along the June Avenue easement between 71St Avenue and 701h Avenue.
Storm Sewer
The storm sewer on Noble Avenue consists of 12-inch and 15-inch diameter reinforced concrete pipe
(RCP) that drains to Shingle Creek. This storm sewer was installed in 1970. The remainder of the project
area consists of 15-inch to 33-inch diameter RCP installed when the neighborhood was reconstructed in
1995. This storm sewer generally drains to Palmer Lake. The condition of the storm sewer within the
neighborhood is rated as good. The current project cost estimate includes replacing storm structure castings
and isolated portions of lateral storm sewer as necessary.
Street Lighting
The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 134
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Humboldt Avenue Improvements - 2024
The Humboldt Avenue project area extends from 69h Avenue to the
north City limits. The project area contains a total of 2,618 linear feet of Fffi
local streets. The neighborhood consists of approximately 38 residential
properties(R1), 3 R5 properties, and 2 commercial(C2)properties.
du
Streets
This segment of roadway is designated as a Municipal State Aid Route.
This section of Humboldt Avenue was reconstructed in 1995. The
existing street is generally 30 feet wide with concrete curb and gutter.
The street pavement exhibits a moderate rate of deterioration due to
higher volumes of traffic. The current cost estimate assumes street
improvements that consist of approximately 25 percent curb
replacement, 10 percent sidewalk replacement, and full depth pavement
replacement.
Water main
The existing water main in the Humboldt Avenue North project area
consists of 8-inch diameter cast iron pipe installed in 1965 and 1967. tiTM A
Based on current maintenance records, there is no history of water main t�
breaks in this area. The current project cost estimate includes replacement of 25 percent of the water main
and replacement of all hydrants and valves.
Sanitary Sewer
When the Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was
replaced with 10-inch diameter poly-vinyl chloride (PVC). The remaining sanitary sewer in the area
consists of 8-inch diameter vitrified clay pipe (VCP) installed between 1965 and 1967. The current project
cost estimate includes replacement of the existing VCP sanitary sewer.
Storm Sewer
The existing storm sewer in the Humboldt Avenue project area consist of 15-inch to 36-inch diameter
reinforced concrete pipe (RCP)that drains to the Mississippi River. The storm sewer was installed between
1955 and 1961 and in 1995. When the project area was reconstructed in 1995,the existing storm sewer was
left in place and additional storm sewer was added to the existing system. The current project cost estimate
includes replacing structure castings and isolated pipe laterals as necessary within the project area.
Street Lighting
The current cost estimate includes replacing the five wood poles with five fiberglass poles with a
decorative rectilinear fixture and underground power.
Project Summaries Page 135
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Orchard Lane East Improvements - 2025
The Orchard Lane East project area extends - ioa
from Perry Avenue to Brooklyn Blvd and _�T,,,�, —
Interstate 94 to 63`d Avenue. The project area lu —
contains a total of 21,560 linear feet of local L
streets. The neighborhood consists of
approximately 358 residential properties, two '""" AW
multi-family properties and one commercial
property.
Streets
The Orchard Lane East area was reconstructedAVALM
in 1996. The streets are generally 30 feet wider fi� 1'`:.� �, �- ;�( PAW
with concrete curb and gutter. The current cost
t i
t
t
ti
esmae assumes street improvements that
I P
consist of approximately 50 percent curb m�: 1
Y
replacement, 10 percent sidewalk replacement, _ lit f
and full depth pavement replacement.
Water main
Approximately 25 percent of the water main in the Orchard Lane East area was replaced with ductile iron
pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area
consists of 6-inch, 8-inch and 12-inch diameter cast iron pipe (CIP) installed between 1955 and 1973.
Records indicate there have been nine water main breaks in the neighborhood, and one property has
experienced a frozen water service in past winters. The current project cost estimate includes replacement
of existing CIP water main.
Sanitary Sewer
Approximately 50 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch
and 12-inch diameter vitrified clay pipe (VCP) installed between 1956 and 1966. The current project cost
estimate includes replacement of the existing VCP sanitary sewer.
Storm Sewer
The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds
at Orchard Park and Cahlander Park. The storm sewer consists of 12-inch to 42-inch diameter pipe. The
south and east streets in the project area drains to Shingle Creek. This storm sewer consists of 12-inch to
60-inch diameter pipe. The trunk storm sewer on 65th Avenue and Orchard Avenue was installed in 1956.
The remainder of the storm sewer was installed when the neighborhood was reconstructed in 1996. The
current project cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Street Lighting
g g
The current cost estimate includes replacing the 24 wood poles with 24 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 136
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Orchard Park West Area Improvements - 2026
The Orchard Park West Area project extends from Unity
Avenue to Perry Avenue and Interstate 94 to 61' Avenue. The
project area contains a total of 25,702 linear feet of local HOWE
streets. The neighborhood consists of approximately 509
residential properties, one church property and one school
property. I
�I iwMCHcirii
37K AVE M
Streets 1 _
The Orchard Park West Area was reconstructed in 1997. The
streets are generally 30 feet wide with concrete curb and gutter. I r }
The current cost estimate assumes street improvements that I M=/K
consist of approximately 50 percent curb replacement, 20
percent sidewalk replacement, 50 percent driveway apron I "`""°"`""` 7 , ,
replacement and full depth pavement replacement. "-M
Ii°utocr LAW main I _
_ k �
Approximately 99 percent of the water main in the Orchard i1M0 AVE i€' 1£ _
Park West Area was replaced with ductile iron pipe (DIP) inI r
1997 when the neighborhood was reconstructed. The remaining l bla i„LAK„
water main in the area consists of 6-inch DIP installed in 1987. E___ _ _ _
Records indicate there have been no water main breaks in the
neighborhood since the area was reconstructed, and one property in the area has experienced a frozen water
service in past winters. The current project cost estimate includes replacement of miscellaneous valves and
hydrants as necessary.
Sanitary Sewer
Approximately 55 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC)when the neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8-inch
diameter and 10-inch diameter vitrified clay pipe (VCP) installed between 1955 and 1958. The current
project cost estimate includes replacement of the existing VCP sanitary sewer.
Storm Sewer
The storm sewer north of 63`d Avenue in the Orchard Park West Area drains to the storm water ponds at
Orchard Park and Cahlander Park. This storm sewer consists of 12-inch to 36-inch diameter pipe. The
streets south of 63`d Avenue drain to the storm water pond at 63`d Avenue and Perry Avenue. This storm
sewer consists of 12-inch to 36-inch diameter pipe. A 27-inch reinforced concrete pipe (RCP) storm line
installed in 1958 remains on Woodbine Lane, and a 15-inch RCP storm line installed in 1965 remains on
Scott Avenue. The current project cost estimate includes replacement of the storm sewer installed in 1958
and 1965 and replacement of storm laterals as needed for utility replacement.
Street Lighting
The current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 137
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Meadowlark Gardens Area Improvements -2026
The Meadowlark Gardens project area extends on Logan Avenue
from 53`d Avenue to 57th Avenue, on Knox and James Avenues N
th th th 56th
from 55 Avenue to 57 Avenue, and on 55 Avenue and EJT
Avenue from Morgan Avenue to Irving Avenue. The project area LLLLLLIl
also includes 57 th Avenue from Humboldt Avenue to the Interstate
/RN AY[N
94 bridge. The project area contains a total of 10,150 linear feet of
local streets. The neighborhood consists of approximately 162
residential properties, two multi-family properties and two
commercial properties.
Streets `
Logan Avenue and 57th Avenue are designated as Municipal State
Aid Routes. The Meadowlark Gardens project area was last
reconstructed in 1996. 57th Avenue is 30 feet wide, Logan Avenue
is 32 feet wide and the remaining streets are 30 feet wide. All
streets in the project have concrete curb and gutter. The current
cost estimate assumes street improvements that consist of
approximately 20 percent curb replacement, 20 percent sidewalk
replacement, 25 percent driveway apron replacement and full
depth pavement replacement.
Water main
Approximately 80 percent of the water main in the Meadowlark Garden area was replaced with ductile iron
pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area
consists of 10-inch cast iron pipe (CIP) installed in 1969 and 16-inch steel pipe installed in 1964. Water
records indicate one main break has occurred on the CIP water main. The current project cost estimate
includes replacement of the CIP and steel water mains.
Sanitary Sewer
Approximately 94 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch
diameter vitrified clay pipe (VCP) installed in 1959. The current project cost estimate includes replacement
of the existing VCP sanitary sewer.
Storm Sewer
Approximately 92 percent of the storm sewer in the project area was replaced in 1996 when the
neighborhood was reconstructed. The remaining pipe consists of 24-inch to 42-inch pipe on 55th Avenue
installed in 1952. The storm sewer on James Avenue and to the west drains to the trunk line on 55th Avenue
and then to the Mississippi River. This storm sewer consists of 15-inch to 44-inch diameter pipe. The storm
sewer on 57th Avenue drains to the trunk line on 59th Avenue and then to the Mississippi River. This storm
sewer consists of 15-inch to 42-inch diameter pipe. The current cost estimate includes replacing the
existing pipe installed in 1952 and replacement of storm laterals as needed for water main and sanitary
sewer replacement.
Street Lighting
The current cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 138
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
53rd and Xerxes Avenue Improvements - 2026
53`a Avenue extends from Xerxes Avenue to Upton
UL{C OR N._-__
Avenue and Xerxes Avenue extends from 51St Avenue ' 71711717, 11
to 53`a Avenue. The project area contains a total of ss
_ ...CITY OF BROOKLYN CENTER
2,028 linear feet of local streets. The neighborhood / �, _ _ CITY OF MINNEAPOLIS
consists of 22 residential properties and one multi- -
family(115)property.
Streets
This project area was most recently reconstructed in _X - - -
1996 by the City of Minneapolis. 53`a Avenue and z _ - -
Xerxes Avenue are the border between Brooklyn ;
Center and Minneapolis. The north portion of 53`a j_ ' B15T AVE N
Avenue and the west portion of Xerxes Avenue are
maintained by Brooklyn Center. Existing streets are generally 30 feet wide with concrete curb and gutter.
The current cost estimate assumes street improvements that consist of approximately 20 percent curb
replacement, 25 percent driveway apron replacement,and full depth pavement replacement.
Water main
The existing water main on 53`a Avenue consists of 6-inch diameter cast iron pipe (CIP) installed in 1973.
Records indicate that there have been no water main breaks in the area. The water main is in good
condition based on current maintenance records. The water main on Xerxes Avenue is owned and
maintained by the City of Minneapolis. The current project cost estimate includes no water main
replacement.
Sanitary Sewer
There is no sanitary sewer on 53`a Avenue. The existing sanitary sewer on Xerxes Avenue is owned and
maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer
replacement.
Storm Sewer
The storm sewer in the project area consists of 10-inch poly-vinyl chloride (PVC) pipe that flows to storm
water ponds located south of 53`a Avenue and east of Upton Avenue. This storm sewer was installed in
1996 when the area was last reconstructed. The current project cost estimate includes casting replacement
only.
Street Lighting
The current cost estimate includes replacing the eight wood poles with eight fiberglass poles with a
decorative rectilinear fixture and underground power.
Project Summaries Page J39
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
St. Alphonsus Area Mill and Overlay - 2027
The St. Alphonsus project area extends from Brooklyn 1i - _ 't-
Boulevard to Grimes Avenue and 69 Avenue to 71 Avenue. 1�
P P J Y t._ __.:. ,
u st
The area contains a total of 4,580 linear feet of local streets.
The project area consists of approximately 31 residential T
properties, three commercial properties, one church property
and one multi-family property. 71
v
Streets
The St. Alphonsus area was last reconstructed in 1998. Halifax
Avenue is 30 to 35 feet wide, 7othAvenue is 35 to 42 feet wide
and the remaining streets are 30 feet wide. All streets in the - --- ` -
area have concrete curb and gutter. The current cost estimate assumes street improvements that consist of
approximately 20 percent concrete replacement and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 6-inch cast iron pipe (CIP) installed between 1959
and 1961 and 6-inch ductile iron pipe (DIP) installed in 1978. Based on current maintenance records, there
has been one water main break in this area, and four properties have experienced frozen water service in
past winters. The current project estimate includes casting replacement only.
Sanitary Sewer
Approximately 83 percent of the sanitary sewer in the project area was replaced with 8-inch poly-vinyl
chloride (PVC) when the neighborhood was reconstructed in 1998. The remaining pipe consists of 8"
diameter vitrified clay pipe (VCP) installed in 1958 and 1959. The current project estimate includes casting
replacement only.
Storm Sewer
The storm sewer in the project area flows east to Palmer Lake. Approximately 25 percent of the storm
sewer in this area was installed in 1998 or later. This storm sewer consists of 15-inch diameter high-density
polyethylene plastic pipe (HDPE) and 18-inch to 42-inch diameter reinforced concrete pipe (RCP). The
remaining storm sewer consists of 15-inch to 42-inch diameter RCP installed in 1957 and 1984. The current
project estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a
decorative rectilinear fixture and underground power.
Project Summaries Page 140
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
67th and James Avenues Mill and Overlay - 2027
The project area includes 67th Avenue from Shingle Creek
Parkway to the east cul-de-sac and James Avenue from
Freeway Blvd to 67th Avenue. The project area contains a
total of 2,063 linear feet of local streets. The project area W
consists of 11 industrial properties.
RMAKM
Streets
The 67th Avenue and James Avenue area was reconstructed in
1998. The streets are generally 44 feet wide with concrete
curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent
concrete replacement and a 2-inch mill and overlay.
ER R
Water main
The existing water main in the project area consists of 8-inch ,y
diameter cast iron pipe (CIP) installed in 1970. Records
indicate that there have been no water main breaks in the 94
area. The current project estimate includes casting
replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8-inch poly-vinyl chloride (PVC) installed in
1970. The current project estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi
River. This storm sewer consists of 15-inch to 36-inch diameter reinforced concrete pipe(RCP) installed in
1970 and 1974.The current project estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the two wood poles with two fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 141
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
John Martin Drive Mill and Overlay - 2027
The John Martin Drive project area extends from Shingle
Creek Parkway to 450 feet south of Earle Brown Drive. The Jt
project area contains a total of 1,381 linear feet of local
streets. The neighborhood consists of approximately nine
commercial properties.
Streets41
John Martin Drive is designated as a Municipal State Aid
Route. The project area was reconstructed in 1998. The ioo
streets are generally 50 feet wide with concrete curb and ;; (`
gutter. The current cost estimate assumes street '
f
improvements that consist of approximately 20 percent
concrete replacement and a 2-inch mill and overlay.
Water main
The existing water main in the project area consists of 8-inch diameter cast iron pipe (CIP) installed in
1969. Records indicate that there have been no water main breaks in the area. The current project estimate
includes casting replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP)
installed in 1969. The current project estimate includes casting replacement only.
Storm Sewer
The storm sewer on John Martin Drive drains to Shingle Creek. This storm sewer consists of 12-inch to 48-
inch diameter reinforced concrete pipe (RCP) installed in 1969. The current project estimate includes
casting replacement only.
Street Lighting
The existing street light system is underground power, with aluminum and a decorative light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 142
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
68th and Lee Avenues Mill and Overlay - 2027
The project area includes 68th Avenue from Lee Avenue to 7,1M ="
Brooklyn Boulevard and Lee Avenue from 68th Avenue to 69th -
Avenue. The project area contains a total of 1,668 linear feet of
local streets. The project area consists of nine commercial —
_._ 99THA M
2
properties.
Streets i `
The 67th and James area was reconstructed in 1998. The streets FTI,
are generally 45 feet wide with concrete curb and gutter. The
current cost estimate assumes street improvements that consist of
approximately 20 percent concrete replacement and a 2-inch mill ,___. t_
a
and overlay. -=.v.----- 94
Water main
The existing water main in the project area consists of 8-inch diameter cast iron pipe (CIP) installed in
1966 and 1968. Records indicate that there have been no water main breaks in the area. The current project
estimate includes casting replacement only.
Sanitary Sewer
The existing sanitary sewer in the project area consists of 8-inch poly-vinyl chloride (PVC) installed in
1970. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The
current project estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer
consists of 12-inch to 24-inch diameter reinforced concrete pipe (RCP) installed in 1966 and 1968. The
current project estimate includes casting replacement only.
Street Lighting
The current cost estimate includes replacing the three wood poles with three fiberglass poles with a
decorative rectilinear fixture and underground power.
Project Summaries Page 143
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
73rd Avenue Mill and Overlay (Humboldt to Camden) - 2028
,i TT77
CITY OF BROOKLYN PARK 73RD AVE N
CITY OF BROOKLYN CENTER r
LLJ
WOODDIN
T T17
252
The 73`d Avenue project extends from Humboldt Avenue to approximately 275 feet east of Camden
Avenue. It contains a total of 2,994 linear feet of local streets. The project area consists of 25 single family
properties and one church property.
Streets
73`d Avenue is designated as a Municipal State Aid Route. 73`d Avenue is also the border between
Brooklyn Center and Brooklyn Park. The south portion of 73`d Avenue is maintained by Brooklyn Center
and the north portion is maintained by Brooklyn Park. This project area was reconstructed in 2000. The
road is generally 33 feet wide with concrete curb and gutter. The current cost estimate assumes street
improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay.
Water main
All of the water main in the project area was replaced
with ductile iron pipe (DIP) in 2000 when the
neighborhood was reconstructed. The current project cost estimate includes casting replacement only.
Sanitary Sewer
Approximately 4 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC) in 2000 when the area was reconstructed. The remaining sanitary sewer in the area consists of fl-
inch diameter vitrified clay pipe (VCP) installed in 1961 and 1969. There is no history of root intrusion in
this area. The currentro'ect cost estimate includes casting replacement only.
P J g
Storm Sewer
The storm sewer in the project area drains south to a trunk line on 70th and then east to the Mississippi
River. This storm sewer consists of 12-inch to 21-inch diameter reinforced concrete pipe(RCP) installed in
1969 and 2000. The current project estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 144
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
66th and Camden Avenues Mill and Overlay - 2028
The 66th and Camden Avenue project includes - - - `- --
Camden Avenue from 66th Avenue to the south - 252 �-
cul-de-sac and 66th Avenue from 360 feet east of j ---
Bryant Avenue to Highway 252. It contains a total
of 1,960 linear feet of local streets. The project ® U
area consists of four multi-family properties and aTM ,,�M
seven commercial properties.
I
Streets I
66th Avenue is designated as a Municipal State
Aid Route. This project area was reconstructed in
1999. The roads in the project area range from 40
feet wide to 70 feet with concrete curb and gutter.
The current cost estimate assumes street
improvements that consist of approximately 20 L
percent concrete replacement, a 2 inch mill and _
overlay, and a new traffic signal at 661h and
Camden Avenue.
Water main
The water main in the project area consists of 6-inch diameter cast iron pipe (CIP) installed in 1968. Water
records indicate four main breaks have occurred within the area. The current project cost estimate includes
casting replacement only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter poly-vinyl chloride (PVC) and vitrified
clay pipe (VCP) installed in 1968. There is no history of root intrusion in this area. The current project cost
estimate includes casting replacement only.
Storm Sewer
The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi
River. This storm sewer consists of 12-inch to 72-inch diameter reinforced concrete pipe (RCP) installed in
1968 and 1999. The current project estimate includes casting replacement only.
Street Lighting
The existing street light system is overhead power, with wood poles and a cobra head light fixture. The
current cost estimate includes no street light replacement.
Project Summaries Page 145
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Earle Brown Drive Area Improvements - 2028
The Earle Brown Drive project extends from
John Martin Drive in the southwest to the94
northeast corner of the Earle Brown Heritage `"
Center. It contains a total of 3,075 linear feet
of local streets. The project area consists of 11 ' ---- - —-- —'
commercial properties.
Streets
Earle Brown Drive is designated as a t
Municipal State Aid Route between John s-,"W
Martin Drive and Summit Drive. This project ,
area was reconstructed in 1999. The road is
generally 50 feet wide with concrete curb and
gutter. The current cost estimate assumes
street improvements that consist of
approximately 20 percent curb replacement, ' # tap
30 percent sidewalk replacement, 25 percent
driveway apron replacement and full depth
pavement replacement. --------
Water main Ffl __
El
The water main in the project area consists of
8-inch and 12-inch diameter cast iron pipe (CIP) installed in 1971 and 1974. Water records indicate one
main break has occurred within the area. The current project cost estimate includes casting replacement
only.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP) installed in 1971
and 1974. There is no history of root intrusion in this area. The current project cost estimate includes
casting replacement only.
Storm Sewer
The storm sewer in the project area drains north and west to local storm water ponds. This storm sewer
consists of 12-inch to 30-inch diameter reinforced concrete pipe (RCP) installed in 1971 and 1974.
Additional 15-inch diameter high-density polyethylene plastic pipe (HDPE) was added to the project area
when the road was reconstructed in 1999.The current project estimate includes casting replacement only.
Street Lighting
The existing street light system contains underground power with aluminum poles and decorative light
fixtures. The current cost estimate includes no street light replacement.
Project Summaries Page 146
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Garden City Central Area Improvements - 2029
The south portion of the Garden City Central project area
extends from Brooklyn Boulevard to Brooklyn Drive from 61St s
Avenue to 63`d Avenue, and the north portion extends from j�, R ."
Xerxes Avenue to Brooklyn Drive from 63`d Avenue to 66th ..
Avenue. The project area contains a total of 19,230 linear feet
of local streets. The neighborhood consists of approximately ``T
361 residential properties, 1 church property, 3 multi-family
properties(R4 and R5)and 3 commercial properties.
Streets
63`d Avenue from Brooklyn Boulevard to Xerxes Ave is
designated as a Municipal State Aid Route. The Garden City
Central project area was last reconstructed in 2000. 63`d Avenue ranges from 38 to 48 feet wide and the
remaining streets are 30 feet wide. All streets in the project have concrete curb and gutter. The current cost
estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a
2-inch mill and overlay.
Water main
Approximately 81 percent of the water main in the Garden City Central area was replaced with ductile iron
pipe (DIP) in 2000 when the neighborhood was reconstructed. The remaining water main in the area
consists of 6-inch and 16-inch DIP installed in 1980, 1981, 1983 and 1993. Records indicate there has been
two water main breaks in the neighborhood, and four properties in the area have experienced frozen water
services in past winters. The current project estimate includes casting replacement only.
Sanitary Sewer
Approximately 72 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC)when the neighborhood was reconstructed in 2000. The remaining sanitary sewer consists of 8-inch
diameter vitrified clay pipe (VCP) installed in 1958, 8-inch diameter PVC installed in 1980, 15-inch
diameter reinforced concrete pipe(RCP) installed in 1956 and 24-inch diameter pipe corrugated metal pipe
(CMP) lined with cured-in-place pipe in 1995. The current project estimate includes cured-in-place lining
of the RCP and VCP sanitary sewer mains installed in the 1950s and casting replacement.
Storm Sewer
Approximately 83 percent of the storm sewer in the project area was installed in 2000 when the
neighborhood was reconstructed. The remaining pipe consists of 15-inch, 36-inch and 72-inch pipe
installed in the backyards between 64th Avenue and 65th Avenue in 1956. The storm sewer in this
neighborhood drains Shingle Creek. The current cost estimate includes replacing storm structure castings
and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2000. The current cost estimate includes replacement of 2 street lights that
have not been replaced and upgrade all to LED luminaires.
Project Summaries Page 147
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Garden City North Area Improvements - 2030
The east portion of the Garden City Central project area
extends from Brooklyn Boulevard to Xerxes Avenue from y
Interstate 94 to 63`a Avenue, and the west portion includes
Halifax Drive, Grimes Avenue and France Avenue north of
63rd Avenue. The project area contains a total of 18,390 linear
feet of local streets. The neighborhood consists of
approximately 290 residential properties, 1 school property, 10
multi-family properties(115)and 4 commercial properties.
Streets
The Garden City Central project area was last reconstructed in ----------- -- —_ J
2001. The streets within the project area consist of 30 foot wide roads with concrete curb and gutter. The
current cost estimate assumes street improvements that consist of approximately 20 percent concrete
replacement and a 2-inch mill and overlay in areas with no proposed utility replacement(81 percent of the
project area). In utility replacement areas, the cost estimate assumes 50 percent curb replacement, 20
percent sidewalk replacement and full depth pavement replacement.
Water main
Approximately 85 percent of the water main in the Garden City North area was replaced with ductile iron
pipe (DIP) in 2001 when the neighborhood was reconstructed. The remaining water main in the area
consists of 6-inch and 8-inch cast iron pipe (CIP) installed in 1956, 1959, 1962 and 1974. Records indicate
there have been two water main breaks in the neighborhood on the older water main, and one property in
the area has experienced a frozen water service in past winters. The current project estimate includes
replacing old water main in the areas west of Brooklyn Blvd and at 65th Avenue and Xerxes Avenue. In the
remainder of the project area,the cost estimate assumes casting replacement only.
Sanitary Sewer
Approximately 68 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride
(PVC)when the neighborhood was reconstructed in 2001. The remaining sanitary sewer consists of 8-inch
diameter vitrified clay pipe (VCP) installed in 1958, 15-inch diameter reinforced concrete pipe (RCP)
installed in 1956, and 24-inch corrugated metal pipe (CMP) lined with cured-in-place pipe in 1995. Root
sawing must be performed on all of the VCP in the area an annual basis to maintain the system conveyance
capacity. The current project estimate includes replacement of the existing VCP and RCP sanitary sewer
from the 1950s and casting replacement in the remaining areas.
Storm Sewer
Approximately 78 percent of the storm sewer in the project area was installed in 2001 when the
neighborhood was reconstructed. The remaining pipe consists of 18-inch, 66-inch and 72-inch pipe
installed in rear and side lot easements in 1956 and 1965. The storm sewer in this neighborhood drains to
Shingle Creek. The current cost estimate includes replacing the older storm sewer in the 64th Ave rear lot
easement, structure casting replacement and isolated portions of lateral storm sewer as necessary.
Street Lighting
The existing street light system contains underground power with fiberglass poles and standard light
fixtures, which were installed in 2001. The current cost estimate includes upgrading all lights to LED
luminaires.
Project Summaries Page 148
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Water Main and Sanitary Sewer Improvements
Sanitary Sewer Lining(Mississippi River Trunk South of I-694 to 57th Ave)-2016
This project extends from the manhole at the dead end of Willow Lane, north of Interstate 694 to the first
manhole south of 57th Avenue on Lyndale Avenue, which is approximately 4543 feet. The existing line is
4,059 feet of 21-inch and 484 feet of 24-inch reinforced concrete pipe (RCP) and contains root infiltrations
throughout. Roots were last removed and the line was cleaned in 2011. Cleaning and root removal will
again need to be removed prior to lining. Directly under the interstate is a 70 foot section of pipe where it
appears through televising that the pipe was cut in half and put inside a 70 foot section of steel casing to
form an invert.
Water Tower No.3 Painting-2016
Tower No. 3, a 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was
constructed in 1973. The complete exterior coating system was replaced in 1986. In 1998 the exterior was
spot repaired, power washed and a urethane top coat was applied to the exterior of the tower. In 2005, the
bottom shell course of the fluted exterior was coated and the entire exterior was power washed. This tank
was last inspected in 2010. Although the steel substrate is still protected, a number of coating failures were
noted on the interior(wet area and dry area) and are attributed to deficiencies in the coating system itself.
The 2010 recommendation is to reevaluate in 5 years with an anticipated plan of complete coating
replacement in 6 to 8 years. In 2015, the tower will be inspected to plan for the recoating of exterior and
interior wet and dry, in 2016.
Lift Station 1 Wet Well Improvements and Rehabilitation-2017
The existing lift station was installed in 1996. The current wet well design is a basic rectangle with an
elevated wing wall. The flat bottom allows for solids to build and the wing wall traps grease thereby
creating an ongoing maintenance issue where staff is required to enter the space multiple times per year for
maintenance. To properly clean this wet well, workers must follow confined space entry procedures and
enter the 28' deep structure. Even when all necessary precautions are followed, there is a significant level
of danger involved when entering the structure. The goal is to "reshape" the wet well by mimicking the
existing wet well at lift station 2 and eliminate the elevated wing wall. The wet well at lift 2 consists of a
sloped configuration that nearly eliminates the buildup of any solids(rarely is it necessary to enter that wet
well). Proposed rehabilitation includes pump replacement, guide rails, piping, miscellaneous appurtenance
replacement, and wet well reconfiguration to aid in self-cleaning.
Water Tower No.2 Painting-2017
Water Tower No. 2, a one-million gallon elevated storage tank located at 69th Avenue and Dupont Avenue
was constructed in 1960. In 1984, the interior (wet area) and exterior coating systems were completely
replaced. In 1997,the interior coating system (wet area)was spot repaired and the exterior coating was spot
repaired, power washed and a urethane top coat was applied to the existing system. The estimated service
life for 1997 paint coating is 15 to 20 years as noted in a 1999 warranty inspection report. This tank was
last inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005
recommendation is to re-inspect every 5 years. Since it was last inspected in 2009, Tower No. 2 is
scheduled to be inspected in 2016. Based on the 2009 inspection report, it was recommended that Tower
No. 2 get a complete interior and exterior coating rehabilitation in 2017. The inspection in 2016 will be
used to plan for the 2017 rehab.
Lift Station No.2 Rehabilitation-2017
This includes replacement of the emergency generator for Lift Station No. 2. The existing generator is a
1981 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced.
New pumps, guide rails and piping as well as electrical main breakers, starters/contactors, overloads,
programmable logic controller, HOA's and UPS are also included in the rehab.
Project Summaries Page 149
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Well Motor Speed Controls(VFD)Upgrade Wells 4 and 10-2017
The existing well motor speed controls were installed in 1997 as part of an energy conservation project. Wells 5
and 7 VFDs were replaced due to failure in 2013 and 2014, respectively. The VFD for Well 9 will be replaced
during the WTP project in 2015. Due to well's 4 and 10 VFD ages and parts availability, they are due for
replacement. We will replace the VFD's with the same style VFD that was installed at wells 5, 7, and 9, so all
five wells will have the same VFD's for continuity. All of the VFD's that were installed in 1997 will have been
replaced at the conclusion of this project.
Lift Station No. 9 Forcemain Replacement-2019
The existing forcemain located south of lift station No. 9 was installed in 1969 and consists of 12-inch
ductile iron pipe, which was verified in 2010 through an exploratory open excavation. Approximately
1300-feet is proposed to be replaced.
Water Tower No. 1 Painting-2020
Water Tower No 1, a 500,000 gallon elevated storage tank located at 69t, Avenue and France Avenue was
constructed in 1958. In 1988, spot repairs of the existing interior were completed (wet area repaired with
coal tar/epoxy coating) and the exterior coating system was completely replaced. In 1999, the interior wet
coating system was completely replaced and the exterior coating was spot repaired, power washed and a
urethane top coat was applied to the existing system. The estimated service life for the 1999 paint coating is
15 to 20 years. This tank was last inspected in 2009. Both the interior and exterior coatings required no
repairs at that time. The 2009 recommendation is to re-inspect every 5 years. Tower 1 was inspected in
2014 and is in pretty good condition. It is recommended for complete interior and exterior coating
rehabilitation in five or six years. We will inspect in 2019 and use inspection report to plan for the rehab in
2020.
Lift Station No. 1 Controls Rehabilitation-2021
Scheduled for 2021, new pumps, guide rails and piping as well as electrical main breakers,
starters/contactors, overloads, programmable logic controller, HOA's and UPS are included in the rehab.
The closed transition generator transfer switch is to be replaced also. The existing generator is a 1996
model with a typical lifespan of 35 years. The generator is currently scheduled for replacement in 2031.
Lift Station Nos. 8 and 9 Rehabilitation-2025
This project includes the rehabilitation of lift station Nos. 8 and 9 with a full evaluation of pumps, control
equipment and appurtenances.
Lift Station No.2 Forcemain Lining Under I-94-2030
The existing 406-foot section of 16-inch ductile iron pipe forcemain, located under I-94 at 52nd Ave. in
Minneapolis,was installed in 1980 with the I-94 project. The projected life span of this section of pipe is 50
years. Lining this section of pipe will require an extensive bypass as well as an open excavation on the
eastside of I-94. In 2008 a new forcemain was installed from lift station No. 2 to the I-94 crossing on the
east side of 52nd Ave.
Sanitary Sewer Lining(Mississippi River Trunk North of I-694 to 70th Ave/Willow Lane)-2030
This project extends from the manhole at 701h Avenue and Willow Lane to the Manhole at the dead end,
north of Interstate 694 on Willow Lane. The existing line is 4,178 feet of 18-inch reinforced concrete
pipe(RCP) and 1,451 feet of 21-inch RCP. This is the main trunk line that carries the sewage out of the NE
quadrant of the City to Lift Station 2.
Project Summaries Page 150
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Street Light and Traffic Signal Improvements
Traffic Signal System Rehabilitation (69th and France Avenues)-2017
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements include a new controller and cabinet, painting of the poles and
mast arms, installation of countdown pedestrian heads, APS pushbuttons, EVP system, flashing yellow left
turn arrow system,new wiring, a video detection system and other appurtenance replacement as necessary.
Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes-2018
The 35 ornamental lights located within the Earl Brown area at the nodes (intersections)along a portion of
Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986.
The typical life expectance of this lighting system is approximately 30 years. The City has no remaining
replacement poles or luminaires that match the existing system, and matching luminaires are no longer
available from suppliers. The existing system is generally rated in fair to poor shape with increasing
maintenance costs. The project includes replacement of the existing decorative lighting system at the
intersections/nodes with a new, advanced system using current technology.
Intersection Improvements/Traffic Signal System Replacement at 66th Avenue and TH 252 -2018
The existing traffic signal system at the intersection of 66th Avenue and TH 252 is owned and operated by
the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this system to be
replaced and the City will be required to pay 50 percent as the City's portion for two of the four legs of the
intersection. The intersection is currently included and being evaluated as part of the TH 252 Corridor
Study. This project will be adjusted,dependent on the outcome and recommendations of this study.
Traffic Signal System Rehabilitation (Shingle Creek Parkway and Summit Avenue)-2021
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, emergency vehicle preemption (EVP), countdown pedestrian heads, accessible pedestrian
system (APS)and flashing yellow left turn arrow upgrade.
Traffic Signal System Rehabilitation (Shingle Creek Parkway and John Martin Drive)-2021
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, emergency vehicle preemption (EVP), countdown pedestrian heads, accessible pedestrian
system (APS)and flashing yellow left turn arrow upgrade.
Traffic Signal System Rehabilitation (Shingle Creek Parkway and Brookdale Square)-2025
The traffic signal system was evaluated for needed system improvements and documented in a report dated
December 2014. Proposed improvements contain complete system rehabilitation and replacement including
video detection, emergency vehicle preemption (EVP), countdown pedestrian heads, accessible pedestrian
system (APS)and flashing yellow left turn arrow upgrade. Coordination with the future development of the
Opportunity site must also occur with this improvement project.
Capital Maintenance Building Plan
Yearly Capital Maintenance Building Plan Projects
In 2007, the City approved an 18-year Capital Building Maintenance Plan that includes short- and long-
term building and facility improvements. The following buildings and facilities are covered under this plan:
city hall, community center, public works facility, public works cold storage building, public works
salt/sand storage building, police station, west fire station, east fire station, Centerbrook Golf Course club
house, Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary
lift station Nos. I and 2, municipal well Nos. 2-10, Evergreen Park building, Garden City Park building,
Project Summaries Page 151
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Centennial Park west building, Centennial Park plaza, Centennial Park gazebo, Kylawn Park building and
West Palmer Park building.
Storm Water Improvements
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 are not considered routine annual maintenance work normally addressed as
part of the annual operating budget for the Storm Drainage Utility. Beginning in 2015,the City of Brooklyn
Center will begin to utilize the SWAMP program developed by WSB, which uses an annual sediment
loading rate to predict sediment accumulation, which when use in conjunction with pond inspections can
establish pond maintenance priority.
Storm Water Pond 46-001 -2016
Pond 46-001 is located within Orchard Lane Park. The pond receives runoff from approximately 91 acres
of upstream residential development. Traces of hydrocarbon pollutants have been noted in the sediment
during site inspections. The proposed project consists of dredging, properly disposing of sediment from the
pond and the installation of a skimmer to improve pond performance.
Storm Water Pond 50-001 -2016
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 52-001 -2016
Pond 52-001 is located within the Brooklyn Center Arboretum off of Noble Ave. The pond receives runoff
from approximately 19 acres of upstream residential development. This pond was constructed in 1980. The
pond has extensive accumulation of sediments in both the north and south bay of the pond. The proposed
work consists of removal of sediment and repair work to the outlet which is rusting.
Storm Water Pond 58-002-2016
Pond 58-002 is located south of Freeway Blvd and east of the Extended Stay America property at 2701
Freeway Blvd. The pond receives runoff from approximately 6 acres of commercial development. This
pond was constructed in 1997. The proposed work consists of removal of sediment to enhance the water
quality treatment performance of the pond.
Storm Water Pond 60-001 -2016
Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within Centennial 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.
Storm Water Pond 26-005-2017
Pond 26-005 is located west of the intersection of Twin Lake Rd and 51 St Ave. The pond receives runoff
from approximately 10 acres of upstream residential development. This pond was constructed in 1991. The
performance of this pond is severely limited to the accumulation of sediment The proposed work consists
Project Summaries Page 152
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
of removal of sediment to enhance the water quality treatment performance of the pond and repairs to the
skimmer structure on the pond's outlet.
Storm Water Pond 63-006-2017
Pond 63-006 is located and south of James Circle North and west of the FBI building. The pond receives
runoff from approximately 10.5 acres of upstream commercial development. This pond was constructed in
1998. The performance of this pond is severely limited to the accumulation of sediment and the abundance
of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to
restore the water quality treatment performance of the pond.
Storm Water Pond 41-001 -2018
Pond 41-001 is located east of 7100 Brooklyn Blvd. The pond receives runoff from approximately 30 acres
of residential and commercial development and has access issues. This pond was constructed in 1995. The
proposed work consists of removal of sediment, bank stabilization to control erosion and the installation of
a skimmer,to enhance the water quality treatment performance of the pond.
Storm Water Pond 43-001 -2018
Pond 43-001 is located west Quail Circle. The pond receives runoff from approximately 52 acres of
upstream residential development. This pond was constructed in 1994. The proposed work consists of
removal of sediment to enhance the water quality treatment performance of the pond and install a skimmer
structure on the pond's outlet.
Storm Water Pond 60-002 -2018
Pond 60-002 is located west of on the City Hall parking lot adjacent to the regional bike trial within
Centennial Park. The pond receives runoff from approximately 3 acres of upstream commercial
development. This pond was constructed in 2006. The performance of this pond is limited due to the
accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of
the removal of sediment and vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 60-004-2018
Pond 60-004 is located between City Hall Parking Lot and the apartments at 6221 Shingle Creek Parkway.
The pond receives runoff from approximately 67 acres of upstream commercial development. This pond
was constructed in 1980. The performance of this pond is limited to the accumulation of sediment. The
proposed work consists of the removal of sediment to improve the water quality treatment performance of
the pond.
Storm Water Pond 62-001 -2018
Pond 62-001 is located in the northwest quadrant of Shingle Creek Parkway and Freeway Boulevard. The
pond receives runoff from approximately 3.5 acres of upstream commercial development. This pond was
constructed in 2004. The performance of this pond is severely limited due to the accumulation of sediment
and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment
and vegetation to restore the water quality treatment performance of the pond.
Storm Water Pond 64-002-2018
Pond 64-002 is located at 6250 Earle Brown Dr. and west of the Earle Brown Conference Center. The pond
receives runoff from approximately 17 acres of upstream commercial development. This pond was
constructed in 1989. The proposed work consists of the removal of sediment, stabilization of pond banks
and the installation of a skimmer, to improve the water quality treatment performance of the pond. The
pond liner may have a leak resulting in a lower water level then the design normal water level. Evaluate
and repair the pond liner in Pond 64-002. This project should be coordinated with the Embassy Suites Hotel
development project warrant work as the liner was impacted as part of that project.
Project Summaries Page 153
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Storm Water Pond 35-003-2019
Pond 35-003 is located west of Oliver Ave N within East Palmer Lake. The pond receives runoff from
approximately 14 acres of upstream residential development. This pond was constructed in 2000. The
performance of this pond is limited due to the accumulation of sediment and the abundance of wetland
plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the
water quality treatment performance of the pond.
Storm Water Pond 35-004-2019
Pond 35-004 is located west or Oliver Ave N within East Palmer Lake. The pond receives runoff from
approximately 14 acres of upstream residential development. This pond was constructed in 2000. The
performance of this pond is severely limited to the accumulation of sediment. The proposed work consists
of the removal of sediment and installation of skimmer to improve the water quality treatment performance
of the pond.
Storm Water Pond 12-001 -2021
Pond 12-001 is located north of 53rd at the end of Upton Ave adjacent the Centerbrook Golf Course. The
pond receives runoff from approximately 0.5 acres of park land, but is part of a chain of pond providing
storm water treatment. This pond was constructed in 1997. The proposed work consists of the removal of
sediment and the installation of a skimmer to improve water quality treatment performance of the pond.
Storm Water Pond 12-006-2021
Pond 12-006 is located in Lions Park adjacent to the Centerbrook golf course. The pond receives runoff
from approximately 42 acres of upstream residential development. This pond was constructed in 2005. The
proposed work consists of the removal of sediment to restore the water quality treatment performance of
the pond.
Storm Water Pond 26-004-2021
Pond 26-004 is located north of 50th Ave N and west of the commercial property at 3800 50th Ave. The
pond receives runoff from approximately 10.4 acres of upstream commercial and industrial development.
This pond was constructed in 2001. The performance of this pond is limited due to the accumulation of
sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of
sediment and vegetation to restore the water quality treatment performance of the pond.
Centennial Park East Emergency Pond Overflow Outlet Rehabilitation-2016
Install inlet safety feature and install removable emergency overflow gate at storm sewer inlet at southeast
corner of City Hall Campus.
Shingle Creek Reaeration Project-2016
The Bass and Shingle Creek Dissolved Oxygen TMDL identified that dissolved oxygen is low within
Shingle Creek. Actions identified in the TDML, were to provide reaeration within the creek. Partnering
with Shingle Creek Watershed Management Commission, the City will construct two reaeration structures,
one at the outlet of Palmer Lake and the second within Centennial Park. The structures will be in highly
visible locations along public trails and will double as public art pieces with a professional artist selected to
design the structures. The project also includes streambank stabilization and habit enhancement at the
Palmer Lake outlet including interpretive signage.
Opportunity Area Outlet Backflow Preventer Improvement-2017
The current backflow preventer at Shingle Creek Parkway and John Martin Drive is working properly. The
backflow preventer needs to be replaced to prevent the water from Shingle Creek flowing back up the
storm water in high water events.
70th Avenue Storm Sewer Trunk Line Rehabilitation-2019
Constructed in 1960, the storm sewer from 70th and Willow Lane to the outlet on the Mississippi has
deteriorated and needs to be rehabilitated,to increase the longevity of the pipe.
Project Summaries Page 154
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Connections at Shingle Creek Phase 2 -2019
In 2015, the City is partnering with the Watershed and the City of Brooklyn Park to complete the
Connections at Shingle Creek Restoration Project from Brooklyn Boulevard to Noble Avenue North. A
phase 2 project from Regent Avenue North to Brooklyn Boulevard needs to be completed to determine the
extent of the stabilization required. The City will look into a possible partnership with the Shingle Creek
Watershed Management Commission to help fund this project along with working with Brooklyn Park
61St and Perry Avenues Storm Sewer Improvement-2020
The storm sewer at 61St Ave and Perry has joint failures and sink holes which are leaking and causing
sediment transfer. The Storm sewer will need to be evaluated and rehabilitated.
65th Avenue Trunk Storm Sewer Rehabilitation—2021
The trunk line along 65th between Cahlander Park and Shingle Creek is deteriorating. A pipe joint repair
project was completed in the 1990's. The City will monitor and evaluate trunk storm sewer and rehabilitate
as necessary.
Park and Trail Improvements
57th Avenue Regional Trail Improvements(Logan Avenue to I-94) —2016
Proposed improvements include the conversion of the existing sidewalk to a 10-ft regional trail along the
south side of 57th Avenue/CR 57 from Logan Avenue to the Regional Mississippi River Trail. This is a
joint project with the City, Hennepin County and Three Rivers Park District. The Park District received a
federal grant for this project and will likewise fund the remaining portion of the project. This trail project
will be coordinated and is scheduled concurrently with the City's 57th Avenue mill and overlay project
from Humboldt Avenue to the 1-94 bridge.
Brooklyn Boulevard City Entrance Signs Rehabilitation-2016
Proposed improvements include painting the existing City entrance signs with miscellaneous structural
repairs and cedar fences surrounding the signs located along Brooklyn Boulevard at the Minneapolis and
Brooklyn Park borders.
69th Avenue Greenway& Cahlander Park Fence Replacement-2016
Proposed construction includes replacing the wood fence along the north side of the 69th Avenue greenway
between Brooklyn Boulevard and Palmer Lake Drive and the privacy fence on the west side of Cahlander
Park. Funding for staining the following year is also included as part of this project.
Northport Park Lighting Replacement Project-2016
Replace trail and parking lot lights with energy efficient lighting (LED) fixtures, fiberglass poles, all new
wire runs and conduit.
Northport Park Shelter—2016
The existing park building in Northport Park was removed in 2012 due to structural issues. The Parks and
Recreation Commission recommended eliminating the proposed plan to replace the building and only
replace the existing shelter as part of their 2015 CIP plan review. The new structure is proposed to include
an enhanced picnic shelter and facilities.A water fountain and electrical service will also be provided.
West Palmer Park Trail/Parking Lot/Basketball Court Repair—2016
Replace the south trail that runs east and west, the trail going to the tennis court and basketball court.
Replace the two basketball standards. Repair miscellaneous pavement in the parking lot, sealcoat entire
parking lot and replace two pedestrian ramps from the lot to the trail segment. Replace culvert under the
trail and grade the storm ditch for parking lot run off.
Project Summaries Page 155
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Freeway Park Trail Replacement—2016
Replace the trail system within Freeway Park. An eight foot wide trail section is proposed.This project will
need to be coordinated with the reorganization of the Mound Cemetery and Freeway Park properties in
consideration of the leased area from the cemetery.
Evergreen School Safe Routes to School Trail Improvements(SRTS Trails)—2017
Improvements include the construction of a sidewalk/trail system along Camden Avenue, 72nd Avenue and
70t Avenue, and an improved crosswalk at the intersection of Camden/70th Avenues identified in the 2013
Safe Routes to School Planning study for the Evergreen School non-bus area. Federal Safe Routes To
School funding has been awarded to the City for this project. This trail project is being coordinated
concurrently with the City's 2017 Evergreen Park Area Reconstruction project.
West River Road Trail Improvements—2017
Replace the bituminous trail along West River Road from 73rd Avenue to 66th Avenue. A ten foot wide trail
section is proposed.
Evergreen Park Trail and Parking Lot Improvements—2017
Replace the bituminous trail within Evergreen Park. Replacement of the trail along 70th Avenue is not part
of the project. An eight foot wide trail section is proposed. Replace 250 feet of concrete curb, construct
seven new ADA pedestrian ramps and install new bituminous surfaces within all three of the Evergreen
Park parking lots.
69th Avenue Trail Reconstruction (Shingle Creek to Dupont Avenue)—2017
Replace the trail system along 69th Avenue from Shingle Creek to Dupont Avenue. A nine foot wide trail
section is proposed including ten ADA pedestrian ramps.
Centennial Park East Trail Replacement—2018
Replace the bituminous trail system within the eastern portion of Centennial Park. All adjacent bituminous
trails east Shingle Creek and adjacent to the Three Rivers Park District's Shingle Creek Regional Trail are
proposed to be reconstructed to eight foot wide. The plaza areas are also proposed to be replaced.
Play Ground Equipment Replacement—2019 through 2021
Proposed replacement includes replacing park playground equipment over a three year period. A total of 20
parks located within Brooklyn Center contain 21 separate playground equipment areas, 18 that are
maintained by the City and three that are maintained by the adjacent schools. Six playgrounds are
scheduled for replacement each year over the three year period. An assessment of the playground
equipment will need to be completed to determine replacement priority.
Palmer Lake Trail Reconstruction—2022
Resurface the existing trail system extending around Palmer Lake. This trail was last reconstructed in 2005
with an expected maximum service life of 15 to 20 years due to the soil stability issues within the park area.
Miscellaneous Tennis Court Resurfacing-2024
Proposed construction includes the removal of the existing tennis courts and resurfacing of the remaining
tennis courts at Evergreen Park, West Palmer Lake Park, Northport Park, Grandview Park and Centennial
Park.
Hockey Rink Rehabilitation and Replacements-2026
Proposed rehabilitation includes resurfacing of five existing rinks with other miscellaneous rink repairs. An
assessment of the rink appurtenances will need to be completed to determine replacement priority. The rink
located at Northport Park will be further evaluated with the Northport Park improvements and master
planning being conducted in connection with the Northport School rehabilitation.
Project Summaries Page 156
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Irrigation Systems Rehabilitation and Replacements-2026
The City's Irrigation systems are located as follows: Evergreen Park, Centennial Park, Northport Park,
Grandview Park, 69th Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway,
53`d Avenue (Bellvue area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed
rehabilitation estimate includes rehabilitation of the Evergreen Park and the 69th Avenue systems, which
were installed in 1986 and 1989, respectively.
Centennial Park Softball Field Improvements-2026
The Centennial Park softball fields experience settlement due to the underlying organic soils. Over the
years, settlement has occurred approximately one foot. This is evident in the fact that the light base
foundations within the ball field areas have generally held their original elevations and are higher than the
surrounding ground. Due to the proximity to Shingle Creek and the low lying areas, this settlement causes
increased flooding and drainage issues. The proposed plan includes raising the ball fields one to two feet
and replacement of any necessary appurtenances including irrigation systems, draintile, fences and
bituminous/concrete trails and other paved areas. A feasibility and geotechnical study will be performed
prior to evaluate options of the flood plain, frequent flooding and continuous ongoing field settlement.
Softball/Baseball Fence Replacement-2027
Replace the line and outfield fences at West Palmer Lake Park.
69th Avenue Trail Reconstruction—2027
Replace the trail system along 691h Avenue from Brooklyn Boulevard to West Palmer Lake Drive. A nine
foot wide trail section is proposed.
Evergreen Park Score Board Improvements-2027
Proposed construction includes installing new score boards at the two softball fields and one baseball field
at Evergreen Park, and replacement of the scoreboard at the soccer/football field.
691h Avenue Landscape Rehabilitation-2027
Proposed construction would include irrigation updates and replacing the landscaping plantings and sod
along 69th Avenue from Brooklyn Boulevard to West Palmer Lake Dr.
Park Trail and Parking Lot Lighting Improvements-2028
Replace trail and parking lot lights with energy efficient lighting(LED) fixtures, fiberglass poles, new wire
in conduit in the following parks: Evergreen, Bellvue, Lions, Centennial East, and Centennial West. Work
shall include replacing the electrical cabinets in Bellvue and Lions parks.
Centennial Ball Field Score Board Replacement-2029
Proposed construction includes replacement of the two score boards at the two softball fields at Centennial
Park(east).
Park Name Sign Replacement-2030
Replace all 30 of the park name signs in all of the City Parks.
Miscellaneous Projects and Improvements
Azelia Avenue and Northport Drive Retaining Wall Replacements-2016
Replace the retaining walls located at the south end of Azelia Avenue (dead end turnaround location) with
wet cast stone retaining wall. Replace existing Lannon Stone wall along Bass Lake Road at 5736 Northport
Drive with MNDOT approved concrete retaining wall block.
Project Summaries Page 157
2016-2030 Capital Improvement
RESOLUTION NO. 2015-184 EXHIBIT A
Lilac DriveTrail Retaining Wall Replacement(south of CR 57) -2020
Replace the retaining wall at the Lilac Drive curve just south of CR 57 at 2121 Lilac Drive with wet cast
stone retaining wall.
Retaining Wall Replacements(Miscellaneous Locations)-2029
Replacement of miscellaneous retaining walls at numerous locations within the City's right-of-way
(Brooklyn Boulevard, Dupont Avenue, 57th Avenue and 69th Avenue). A full evaluation will be performed
subsequently.
Brooklyn Boulevard Corridor Project(49th Avenue to Bass Lake Road)-2018
The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety,
enhance traffic operations, reduce access points, and provide improved bicycle and pedestrian facilities for
a 1.3-mile segment of the corridor in Brooklyn Center between 49th Avenue and Bass Lake Road (County
Road 10). The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks,
transit stops, adding streetscaping and landscaping, and improving the functionality of intersections with
modified turn lanes. Several free right turn lanes will be reconfigured to improve sight lines. Overhead
utilities will be moved underground. The City completed the Brooklyn Boulevard Corridor Study in 2013
to guide the reconstruction and redevelopment of this corridor. This project consists of Project Nos. 1, 2, 4,
5, 6 and 6A from the Corridor Study. Brooklyn Boulevard from Bass Lake Road to the southerly City
limits (49th Avenue) is a Hennepin County roadway (County Road 152) under their jurisdiction. Federal
funding through the Surface Transportation Program has been awarded to the City and County for this
project and the regional Transportation Improvement Plan is expected to be amended to include this
project. The local partnership and proportions are to be determined in the future but are anticipated to
include Hennepin county funding,Three Rivers Park District Funding and City funding.
Brooklyn Boulevard Corridor Projects 7,8,9 and 10(Bass Lake Road to 65`h Avenue-2020
The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety,
enhance traffic operations, reduce access points, and provide improved bicycle and pedestrian facilities for
a 0.8-mile segment of the corridor in Brooklyn Center between Bass Lake Road(County Road 10)and 65th
Avenue. The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks,
transit stops, adding streetscaping and landscaping, and improving the functionality of intersections with
modified turn lanes and access control throughout the corridor. Overhead utilities will be moved
underground. The City completed the Brooklyn Boulevard Corridor Study in 2013 to guide the
reconstruction and redevelopment of this corridor. This project consists of Project Nos. 7, 8, 9 and 10 from
the Corridor Study. The funding partnership and proportions are to be determined in the future but are
anticipated to include federal funding, Hennepin county funding, Three Rivers Park District Funding and
City funding.
Project Summaries Page 158
2016-2030 Capital Improvement