HomeMy WebLinkAbout2012-184 CCR Member Carol Kleven introduced the following resolution and moved
its adoption:
RESOLUTION NO. 2012-184
RESOLUTION ADOPTING THE 2013-2027 CAPITAL IMPROVEMENT
PROGRAM
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, the City Council reviewed and discussed the proposed 2013-2027
Capital Improvement Program together with the Financial Commission on July 2, 2102; and
WHEREAS, attached hereto and incorporated herein by reference as Exhibit A
is the documentation for the above referenced 2013-2027 Capital Improvement Program.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Brooklyn Center that the 2013-2027 Capital Improvement Program as set forth in Exhibit A to
this Resolution be and hereby is adopted.
December 10, 2012
Date Mayor
ATTEST:
City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
Kay Lasman
and upon vote being taken thereon, the following voted in favor thereof:
Tim Willson, Carol Kleven, Kay Lasman, Lin Myszkowski, and Dan Ryan;
and the following voted against the same: none;
whereupon said resolution was declared duly passed and adopted.
I
I
EXHIBIT A
RESOLUTION NO. 2012-184
City of Brook&n Center
2013 CAPITAL IMPROVEMENT PROGRAM
PROFILE
The 2013-27 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 2013-2027 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 just under$121 million over the next 15
years for basic 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.
2013-2027 Capital Improvement Program P age 11
EXHIBIT A
RESOLUTION NO. 2012-184
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.
Capital Improvements Fund
This fund is comprised of transfers from the General Fund, repayment of debt from the Golf Course operating
fund, and transfers from liquor operations. Typically the City Council has directed these funds towards
municipal facilities such as parks,trails,public buildings and other general purpose needs.
Special Assessment Collections
Properties benefiting from street 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 is approximately $830,000 and
provides for maintenance and construction activities within the City's MSA street system.
Funds to be Determined
A dedicated funding source for portions of the Capital Maintenance Building Improvements is yet to be
determined.The Liquor Store Enterprise fund was used in 2008 and 2009. In 2010, accumulated unspent funds
in the General fund in excess of the amounts required by cash flow needs were used. Other funding sources in
this category include grants, park district funding, watershed funding, and county funding as determined on a
project by project basis.
2013-2027 Capital Improvement Program Page 12
EXHIBIT A
TABLE 1.2013-2027 Capital Improvement Plan-Summary by Funding Source
Total Funding Average Annual Percent of
Need 2013-2027 Funding Need Total Need
Water Utility $20,095,000 $1,339,667 . 16%
Sanitary Sewer Utility $15,867,000 $1,057,800 12%
Storm Drainage Utility $11,064,000 $737,600 9%
Street Lighting Utility $2,367,000 $157,800 2%
Municipal State Aid $8,105,000 $540,333 6%
Street Reconstruction Fund $19,560,000 $1,304,000 15%
Capital Projects Fund $2,900,000 $193,333 2%
Special Assessment Collections $19,900,000 $1,326,667 16%
Other Funding Sources $833,000 $55,533 1%
Funds To Be Determined $26,357,000 $1,757,133 21%
TOTAL $127,048,000 $8,469,866 100%
FIGURE 1.2013-2027 Capital Improvement Plan—Overview of Project and Funding Sources.
Capital Improvement Plan by Funding Source
Funds To Be
Other Determined, 21"0 1,
Funding
Sources,
1%
9%
Street
econstruction,;,;
5�
Street Light, 2%
Capital Projects,
2%
2013-2027 Capital Improvement Program P age 13
EXHIBIT A
RESOLUTION NO. 2012-184
CIP PROJECT AREAS
2013 - 2020
EZ
R
mot_,
AA
2
•g¢t I•
L �j�,
4+Hi;1'-�=`n'�-N : >k�H t`�I ;1 1 .1 ,Jj;,,��
QyS° afl �it _
xi 1\111 IIIT T In II T1 ril
s
1111 11:
it I
11 fl 1 df`�"
e
� e)
i;
\\ �� EAI I HEM1 I riT-1.11 -r � • s •a} E��,� !�Y
k
a •
I
o L �
Ift
- - Legend
. I -
III I Y
Reconstruction Projects Palmer Lake West Area-2016
Kylawn Park Area-2013 Evergreen Park Area-2017
Humboldt Avenue(53rd to 57th)-2014 Firehouse Park Area-2018
X51 at Avenue-2014 Interstate Area-2019
�bxKH > �11111111111111111111111111IWangstad Park Area-2014 Logan/Lilac/59th Area-2020
s II f
63rd Avenue(west of Xerxes)-2015 Grandview Area-2020
i
i Freeway Park Area-2015
` Full Depth Pavement Replacement Projects
ij -3111=11C Freeway Blvd(west of Xerxes)-2015
Mill and Overlay Projects
11INNINEW Freeway Blvd(east of Xerxes)-2016
11=000 57th Avenue(Humboldt to 1-94)-2016
1110010 69th Avenue(Shingle Creek Pkwy to Dupont)-2017
�ky,r France Ave(north of 69th)-2017
BROOKLYN E.ar.BellvueArea-2018
CENTER
Completed Construction(75.8 Miles-72%since 1990)
October 2012
■
I 1
C CE 9_ a' K ■ �����' sTSax nlR =■ . Im■ ` E
'. ,■ in Cn 'G�97 ■.■E7LP3AJ
Y?a3 �: - - v� ■ ■■'per ( - n
EN �- �■nom ��P."W@I�BC17 �� 3[ ����
lialm
LCD 5C I 1 '� ai:e C.7 ■ 1112 4�'�77'��' _r. 1
.■ma n .I '~ V ��i�nll riur+�Im■I �' 1 :■
::Sasw�+u,..uu a '.^. u°'A°.i .S' ■ �- ® ■ �'
aulr ul uu,u�u
■C r n R
=p� ..��S ■ pp , � ' d�� � , W �iu• �� m>,mt11i '�O { E-
it a
• In�:CZ .. .�..a�um
- _ -
�IiZmn'=■ ■f.l ■ � --- ■m1■111 14� ME.1 1 ��
�`iiYYil�llr ��`.`:ii��+■im■m '�� ���/�j '� nIl-
-
loop .v HIM •�L^■ pp c.!r"O1TwC
SHINN
mm IRE"I
.l. '► ` ,� ' -, : ■ a= Rim ,
ralW
R
r
■
1
a _
- - I
1
1
z
M
Ln
Table 2 0
Capital Improvement Program(2013-2027) r
FINAL November 7,2012
O
Z
Z
O
N
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project
Project Assessments Reconst.Fund Fund Utility Utility utility utility Fund Funding Sources Determined Cost
N
2013 00 00
Baseball Backstop Replacements $0 $0 $0 $0 $0 A$O A$o $28,000 $0 =$1,633,000 $1,633,000 000 �
Capital Maintenance Building Pro ram 2013 $0 $0 $0 $0 $0 $0 $0. 000 K IawnParkAreaIm rovements $1,380,000 $1,330,000 $360,000 $1,060,000 $1,330000 $0 $0 000 Connections Shin le Creek Restoration Project $0 $0 $0 $88 000 $0 $0 $263 000 B 00 Centennial Park Youth Soccer Field $0 $0 $0 $0 $0 $50,000 $120,000 A 000 Hw 100 Bdd a at CR 10/CR 57 10-ft trail C 00
2013 Subtotal $1,380,000 $1,330,000 $360,000 $1,148,000 $1,330,000 $1,420,000 $110,000 $78,000 $383,000 $1,683,000 $9,222,000
NOTES:(A)Anticiapted Hennepin County Youth Sports Program Grant submittal($120,000) -
(B)Joint funding share from Brooklyn Park,Shingle Creek Watershed Commission and Clean Water Act Grant.
(C)Funding from Brooklyn Center's TIF 2.
2014
Centennial Park Tennis Courts Resurfacing $0 $0 $0 $0 $0 $0 $0 $82,000 $0 $0 $82,000
Capital Maintenance Building Program 2014 $0 $0 $0 $0 $0 $0 $0 $0 $0 $92,000 $92,000
Storm Water Pond 60-001 Rehab $0 $0 $0 $23,000 $0 $0 $0 $0 $0 $0 $23,000
Storm Water Pond 50-001 Rehab $0 $0 $0 $93,000 $0 $0 $0 $0 $0 $0 $93,000
Willow Lane Park Trail Reconstruction $0 $0 $0 $0 $0 $0 $0 $54,000 $0 $0 $54,000 M
Replace Traffic Si nals at 66th Ave&Hwy 252 $0 $0 $195,000 $0 $0 $0, $0 $0 $0 $0 $195.000
Humboldt Ave N 53rd to 57th Reconstruction $310,000 $0 $140,000 $0 $240,000 $210,000 $20,000 $450,000 D $0 $1,370,000
51 st Avenue Improvements at Brooklyn Blvd $70,000 $30,000 $50,000 $10,000 $70,000 $60,000 $0 $0 $290,000
an stad Park Area Improvements $1,390,000 $1,490,000 $230,000 $1,170,000 $1,230,000 $1,530,000 $40,000 $0 $0 1 $0 $7,080,000 CU
2014 Subtotal $1,770,000 $1,520,000 $615,000 $1,296,000 $1,540,000 $1,800,000 $60,000 $136,000 $450,000 $92,000 $9,279,000
NOTES:(D)Anticiapted Hennepin County funding share. D
2015
Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $0 $41,000 $0 $0 $41,000
Freeway Park Trail Replacement $0 - $0 $0 $0 $0 $0 $0 $36,000 $0 $0 $36,000
Capital Maintenance Building Program 2015 $0 $0 $0 $0 $0 $0 $0 $0 $0 $337,000 $337,000
Lions Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $67,000 $0 $0 $67,006
63rd Avenue North Reconstruction $250,000 $0 $2,220,000 $0 $410,000 $310,000 $90,000 $0 $0 $0 $3,280,000
Freeway Blvd Improvements west of Xerxes $70,000 $60,000 $0 $40,000 $15,000 $0 $0 $0 $185,000
Freeway Park Area Improvements $1,030,000 $1,390,000 $0 $1,050,000 $1,010,000 $1,340,000 $110,000 $0 $0 $0 $5,930,000
2015 Subtotal $1,350,000 $1,450,000 $2,220,000 $1,090,000 $1,420,000 $1,650,000 $215,000 $144,000 $0 $337,000 $9,876,000
2016
Brooklyn Blvd City Entrance Signs $0 $0 $0 $0 $0 $0 $0 $16,000 $0 $0 $16,000
Capital Maintenance Building Program 2016 $0 $0 $0 $0 $0 $0 $0 $0 $0 $155,000 $155,000
Lift Station 1-Wet Well Improvement $0 $0 $0 $0 $200,000 $0 $0 $0 $0 $0 $200,000
Sanitary Sewer Lining along Mississippi River $0 $0 $0 $0 $750,000 $0 $0 $0 $0 $0 $750,000
Storm Water Pond 46-001 Rehab $0 $0 $0 $90,000 $0 $0 $0 $0 $0 $0 $90,000
69th Ave Greenway&Cahlander Park Fence Rehab $0 $0 $0 $0 $0 $0 $0 $67,000 $0 $0 $67,000
Emer Generator Replacement for Lift Station No.2 $0 $0 $0 $0 $87,000 $0 $0 $0 $0 $0 - $87,000
Water Tower No.3 Painting $0 $0 $0 $0 $0 $1,138,000 $0 $0 $0 $0 $1,138,000
Freeway Blvd Mill and Overlay east of Xerxes Avenue $110 000 $310,000 $0 $80,000 $10 000 $10 000 1 40,000 $0 $0 $0 1 $560,000
Brooklyn Boulevard Corridor Recon/Com lete Street Im $0 $0 $0 $0 $0 $0 $0 $0 $0 $20,000,000 $20,000,000
Northport Park Building Replacement $0 $0 $0 $0 $0 $0 $0 $400,000 $0 $0 $400,000
Hwy 100 Bridge at Brooklyn Blvd $100000 $100,000
57th Avenue MiII and Overlay Humboldt to 1-94 $30,000 $0 $270,000 $0 $10,000 $10,000 $110,000 $430 000
Palmer Lake West Area Improvements $1,000,000 $1,200,000 $0 $940,000 $1,040,000 $1,220,000 $110,000 $0 $0 $0 $5,510,000
2016 Subtotal $1,140,000 $1,510,000 $270,000 $1,110,000 $2,097,000 $2,378,000 $260,000 $483,000 $0 $20,255,000 $29,503,000
G:\Administration\Budget\2013\CIP 2013\121107_FINAL 2013-14 CIP Table 2
Table 2
Capital Improvement Program(2013-2027)
FINAL November 7,2012
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project
Project Assessments Reconst.Fund Fund Utility Utility utility Utility Fund Fundinq Sources Determined Cost
2017
West River Rd Trail Replacement $0 $0 $0 $0 $0 $0 $0 $134,000 $0 M$O $127,uOuOuO 4 000
Water Tower No.2-Paintin $0 $0 $0 $0 $0 $1,030,000 $0 $0 $0 0,000
Well Motor Speed Controls VFD Wells 4,5,7,9 and 10 $0 $0 $0 $0 $0 $360,000 $0 $0 $0 0,000
Capital Maintenance Building Program 2011 $0 $0 $0 $0 $0 $0 $0 $0 $0 94,000
9th Ave Mill&Overlay(Shingle Crk Pkwy to Du ont Ave $200,000 $0 $520,000 $0 $10,000 $10,000 $50,000 $0 $0 90 000
France Avenue Mill and Overlay north of 691h $50,000 $0 $190,000 $0 $10,000 $10,000 $20,000 $0 $0 80,000
Evergreen Park Trail Replacement $0 $0 $0 $0 $0 $0 60,000
Evergreen Park Area improvements $1,260,000 $1 660,000 $410 000 $1,080 000 $1 430,000 $1 920 000 $120,000 $0 $0 80,000
Earle Brown/0 ortunit Area Street Light He placement-nodes W $0 $0 $0 $0 $127,000 $0 $0 ,955,000
2017 Subtotal $1,510,000 $1,660,000 $1,120,000 $1,0 80,000 $1,450,000 $3,330,000 $317,000 $194,000 $0 $294,000 $10,955,000
2018
Centennial Park East Trail Replacement $0 $0 $0 $0 $0 $0 $0 $101,000 $0 $0 $10 ,
Water Tower No.1 Painting $0 $0 $0 $0 $0 $567000 $0
Ca ital Maintenance Building Pro ram 2018 $0 $0 $0 $0 .$0 $0 $0 $0 $0 $438 000 $438 000
Bellvue Area Mill and Overla $230,000 $360,000 $120,000 $460 000 $40,000 $20 000 $0 $0 $0 1$107.86,,000 irehouseParkAreaIm rovements $1,790,000 $2,100,000 $240,000 $1,260,000 $1,580,0 , , , $0 2018 Subtotal $2,020,000 $2,460,000 $360,000 $1,720,000 $1,620,000 $1,937,000 $130000 $101000 $0 $438,000 x
2019 Park Pla round.E ui Re lacement $0 $0 $0 $0 $0 $0 $0 $209,000 $0 $0 Ca ital Maintenance Buildin Pro ram 2019 $0 $0 $0 $0 $0 $0 $0 $0 $0 $541,000 W
Lift Station No.9 Force Main Replacement - $0 $0 $0 $0 $210 000 $0 $0 $0 $0 $0 $210,000
Interstate Area Improvements $1,190,000 $2,020,000 $0 $1,160,000 $1,290,000 $1,690,000 $90,000 $0 $7,440,000
$0 $0
$1,500,000 $1,690,000 $90,000 $209,000 $0 $541,000 $8,400,000
2019 Subtotal $1,190,000 $2,020,000 $0 $1,160,000 D
2020
Park Pla round E ui Replacement $D $0 $0 $0 $0 $0 $0 $211 000 $0 $0
Ca ital Maintenance Building Program 2020 $0 $0 $0 $0 $0 $0 $0 $0 $0 $936,000 $936,000
Lo an/Lilac/59th Avenue Reconstruction $320 000 $0 $840,000 $0 $10,000 $180,000 $20,000 $D $0 $0 $1 370,000
Grandview PaHc Area lm rovements $1,520,000 $2,200,000 $240,000 $1,270,000 $1,260,000 $1,470,000 $150,000 $0 $0 $0 $8,110,000
2020 Subtotal $1,840,000 $2,200,000 $1,080,000 $1,270,000 $1,270,000 $1,650,000 $170,000 $211,000 $0 $936,000 $10,627,000
2021
Park Pia round E ui Replacement $0 $0 $0 $0 $0 $0 $0 $217 000 $0 $0 $217.00
Ca ital Maintenance Building Pro ram 2021 $0 $0 $0 $0 $0 $0 $0 $0 $0 $108,000 $108,000
R an Lake Industrial Park Area Improvements $230,000 $300,000 $0 $180,000 $110,000 $260,000 $15,000 $0 $0 $0 $1,095,000
2021 Subtotal $230,000 $300,000 $0 $180,000 $110,000 $260,000 $15,000 $217,000 $0 $108,000 $1,420,000
2022
Palmer Lake Trail Mill and Overlay $0 $0 $0 $0 $0 $0 $0 $185 000 $0 $0 $185,000
Capital Maintenance Building Program 2022 $0 $0 $0 $0 $0 $0 $0 $0 $0 $412,000 $412,000
Northwest Area Mill and Overlay $180,000 $220,000 $0 $180,000 $110,000 $140,000 $60,000 $0 $0 $D $890,000
$412,000 $1,487,000
2022 Subtotal $180,000 $220,000 $0 $180,000 $110,000 $140,000 $60,000 $185,000 $0
2023
Caintenance Buildin Pro ram 2023 $0 $0 $0 0 $0 $624000 $624,000
mes and 54th Ave Area Im rovements $190, 0 $200,000 $0 $100,000 , $10,000 $0 $0 $0 $520,000
nue Im rovments west of France Avenue $120,000 $40,000 $0 $10,000 $10 000 $10,000 $20 000 $0 $0 $0 $210,000
$10,000 $0 $1,560,000 $0 -$70 000 $270 000 $130,000 $0 $ $0 $2,040 000
Avenue Im rovements $40,000 $120,000 $90,000 $30,000 $100,000 $10,000 $20,000 $0 $0 $0 $410,000
2023 Subtotal $360,000 $360,000 $1,650,000 $140,000 $200,000 $300,000 $170,000 $0 $0 $624,000 $3,804,000
GV>,dministration\Budget\2013\CIP 201"'l107_FINAL 2013-14 CIP Table 2
M
Table 2 fA
Capital Improvement Program(2013-2027) O 0
FINAL November 7,2012 C
I
O
Z
Z
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be - Total Project O
Proiect Assessments Reconst.Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost
M
2024 O
F�
Woodbine Area Improvements $1,220,000 L $1,040,000 1 $100,000 $270,000 $910,000 . $1,470,000 $120,000 $D $0 $0 $5,130,000 N
Humboldt Avenue North Improvements $230,000 so---F-$140,000 $0 $190,000 $100,000 $30 000 $0 $690,000 F'
Capital Maintenance Building Program 2024 $0 $0 $0 $0 $0 $0 $0 $0 $0 $240,000 $240,000 00
2024 Subtotal $1,450,000 $1,040,000 $240,000 $270,000 $1,100,000 $1,570,000 $150,000 $0 $0 $240,000 $6,060,000
2025
Orchard Lane East Improvements $1,750,000 $1,510,000 $0 $130,000 $900,000 $1,660,000 $150,000
Capital Maintenance Building Program 2025 $6,120,000$0 $0 $177,000 $177,000
2025 Subtotal $1,750,000 $1,510,000 $0 $130,000 $900,000 $1,680,000 $150,000 $0 $0 $177,000 $6,297,000
2026
Orchard Lane West Improvements $2,460,000 $1,520,000 $0 $50,000 $990,000 $80,000 $175,000 $5,275,000
Meadowlark Gardens Area Improvements $640,000 $240,000 $130,000 -$50,000 $50,000 $170,000 $105,000 $1,285,000
53rd and Xerxes Avenue Improvements $60,000 $170,000 $0 $60,000 $50,000 $340,000
Emergency Generator Replacement,Lift Station No.1 $130,000 $130,000
Hockey Rink Rehabilitation/Re lacements $150,000
Irrigation Systems Rehabilitation/Replacements $150,000$100,000 $100 000
Centennial Park Softball Field Re radin
000 $315,000
Ca ital Maintenance Building m 2026 $315, $220,000 $220,000 rn
2026 Subtotal $3,160,000 $1,930,000 $130,000 $60,000 $1,170,000 $250,000 $330,000 $565,000 $0 $220,000 $7,815,000
2027 W
St.AI hones Area Mill and Overla $280,000 $20 000 $0 $130 000 $20 000 $10 000 $45 000 $505 000
67th and James Avenue Mill and Overla $120,000 $20,000 $0 $50,000 $10,000 $10 000 $15 000 $225,000
John Martin Drive Mill and Oveda $70,000 $0 $60,000 $0 $10,000 $10,000 $60,000 D
$210,000
68th and Lee Avenue Mill and surfa $100 000 $10,000 $0 $50,000 $10,000 $10,000 $20,000 $200,000
Miscellaneous Tennis Court laceme t $45,000 $45,000
Softball/Baseball Fence Re lacement $36,000
69th Avenue Trail Reconstruction $36,000
Evergreen Park Score Board Replacement $150,000 $150 000,000
,000 $46
69th Avenue Landsca a Rehabilitation $46
$$46 000 $$46,000
Ca ital Maintenance Buildin Pro ram 2027
$0
2027 Subtotal $570,000 $50,000 $60,000 $230,000 $50,000 $40,000 $140,000 $377,000 $0 $0 $1,517,000
TOTALS $19,900,000 $19,560,000 $8,105,000 $11,064,000 $15,867,000 $20,095,000 $2,367,000 $2,900,000 $833,000 $26,357,000 $127,048,000
G:Wdministra0on\Budget\2013\CIP 2013\121107 FINAL 2013-14 CIP Table 2
EXHIBIT A
PROJECT DESCRIPTIONS
2013—2027 Capital Improvement Program
City of Brooklyn Center
Street and Utility Improvement Projects
Kylawn Park Area Improvements
Humboldt Ave N(53`d to 57th)Reconstruction
515`Avenue Improvements(at Brooklyn Boulevard)
Wangstad Park Area Improvements
63rd Avenue Reconstruction
Freeway Boulevard Improvements(west of Xerxes Avenue)
Freeway Park Area Improvements
Freeway Boulevard Mill and Overlay(east of Xerxes Avenue)
57th Avenue Mill and Overlay(Humboldt Avenue to I-94)
Palmer Lake West Area Improvements
69th Avenue Mill and Overlay(Shingle Creek Pkwy to Dupont Avenue)
France Avenue Mill and Overlay(north of 69th Ave)
Evergreen Park Area Improvements
Bellvue Area Mill and Overlay
Firehouse Park Area Improvements
Interstate Area Improvements
"'Lilac and 59 Avenue Recons truction
Logan,
Grandview Park Area Improvements
Ryan Lake Industrial Park Area Improvements
Northwest Area Mill and Overlay
515`Avenue Improvements(west of France Avenue)
53rd Avenue North Improvements
Knox,James and 54th Avenue Area Improvements
Lyndale Avenue Improvements
Woodbine Area Improvements
Humboldt Avenue North Improvements
Orchard Lane East Improvements
Orchard Lane West Improvements
Meadowlark Gardens Area Improvements
53`d and Xerxes Avenue Improvements
St.Alphonses Area Mill and Overlay
67t'and James Avenue Mill and Overlay
John Martin Drive Mill and Overlay
W'and Lee Avenue Mill and Overlay
Miscellaneous Water Main and Sanitary Sewer Improvements
Lift Station 1 Wet Well Improvement/Rehabilitation
Sanitary Sewer Lining along Mississippi River
Emergency Generator Replacement for Lift Station No.2
Water Tower No.3 Painting
Water Tower No.2 Painting
Well Motor Speed Controls(VFD)Wells 4, 5,7,9 and 10
Water Tower No. 1 Painting
Lift Station No. 9 Forcemain Replacement
Emergency Generator Replacement for Lift Station No. 1
Page 19
Project Summaries
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Street Light and Traffic Signal Improvements
Traffic Signal Replacement at 66th Avenue and TH 252
Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes
Capital Maintenance Building Plan
Yearly Capital Maintenance Building Plan Projects
Storm Water Improvements
Connections Shingle Creek Restoration Project
Storm Water Pond 60-001
Storm Water Pond 50-001
Storm Water Pond 46-001
Park and Trail Improvements
Baseball Backstop Replacements
Centennial Park Youth Soccer Field
Centennial Park Tennis Court Resurfacing
Willow Lane Park Trail Reconstruction
Baseball Fence Replacement
Freeway Park Trail Replacement
Lions Park Trail Replacement
Brooklyn Boulevard City Entrance Signs
69th Avenue Greenway&Cahlander Park Fence Rehabilitation
Northport Park Building
West River Road Trail Improvements
Evergreen Park Trail Improvements
Centennial Park East Trail Improvements
Play Ground Equipment Replacement(programmed for 3 separate years)
Palmer Lake Trail Mill and Overlay
Hockey Rink Rehabilitation and Replacements
Irrigation Systems Rehabilitations and Replacements
Centennial Park Softball Field Regrading Improvements
Miscellaneous Tennis Court Resurfacing
Softball/Baseball Fence Replacement
69th Avenue Trail Reconstruction
Evergreen Park Score Board Replacement
69th Avenue Landscaping Rehabilitation
Miscellaneous Projects and Improvements
Highway 100 Bridge at CR10/CR57 Improvements
Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements
Highway 100 Bridge at Brooklyn Boulevard Improvements
Project Summaries Page 110
2013-2027 Capital Improvement Program
EXHIBIT A
Kylawn Park Area Improvements
The north portion of the Kylawn Park
Neighborhood project area extends from T
County Road 10 to 61St and from June fi
R MK" y COM"OO r DI(
Avenue to Brooklyn Blvd. The south <
portion of the project area includes 58th ADMIRAL LN
Place and Major Avenue. The total project
length is 15,311 feet. The neighborhood
consists of of approximately 268 residential 3
properties and one church property. m s AVE
� W
Streets 61st June Avenue from County Road 10 to 61 I _ D
Avenue is designated as a Municipal State
Aid Route. The majority of the streets in
the project area were originally constructed 1 M
in 1965 and 1968. Existing streets are
generally 30 feet wide with no curb and
gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement
condition rating is poor. Proposed street improvements consist of the reconstruction of the street subgrade,
installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main
The water main in the project area consists of 6-inch cast iron pipe installed between 1963 and 1966. A
majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within
the project area has not been thoroughly documented at this time. Water records indicate that three main breaks
have occurred within the neighborhood. In general, cast iron water main is highly vulnerable to leaks and
breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current project estimate
includes complete replacement of water main within the project area to facilitate the replacement of sanitary
sewer as noted below.
Sanitary Sewer
The sanitary sewer along Major Avenue consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1967.
The remaining project area contains 8-inch and 10-inch diameter vitrified clay pipe installed between 1956 and
1959. Approximately 80 percent of the sanitary sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary
sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The storm water runoff from the southeast portion of the project area is collected in the existing storm sewer
system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from
the southwest portion of the project area is conveyed to the Northport Park storm water pond. Expansion of the
storm system and increased conveyance capacity is needed to minimize local flooding. The current project cost
estimate assumes complete replacement of the storm sewer system as part of the neighborhood improvements.
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 111
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Humboldt Avenue North (53rd to 57t) Reconstruction (CR 57)
The Humboldt Avenue project area extends from 53`d Avenue to 57t`
Avenue. The total project length is approximately 2,660 linear feet. The „
neighborhood consists of approximately 56 residential properties.
Streets
This segment of roadway is a Hennepin County Roadway. Humboldt
Avenue was originally constructed between 1966 and 1969. Existing streets
are generally 36 feet wide with no curb and gutter. The street pavement is IT
deteriorated due to the age of the pavement and inadequate drainage. This x
project is included in the City's CIP due to a potential cost sharing agreement !
for the street and drainage improvements and finding for water main and
sanitary sewer improvements as described below. 5=7+AW H
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 be conducted for the existing water system in the project area to
determine the extent of corrosion. The water main is in fair condition based
on current maintenance records. The current project cost estimate assumes
replacing approximately 75 percent of the water main.
a noH
Sanitary Sewer AW
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers were
originally installed in 1952. Sanitary sewer between 537d and 55"' Avenues is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The current project cost estimate includes replacement of 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 55`h Avenue. This storm sewer was installed in 1952. The current project cost estimate includes
replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may contribute to a
portion of the storm drainage cost for the project.
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 112
2013-2027 Capital Improvement Program
EXHIBIT A
51St Avenue Improvements (at Brooklyn Boulevard)
The project area extends from the north property line of the Malmborg's
Garden Center south and east to Xerxes Avenue. The total project
1 � x �
length is 680 feet. The neighborho od consists of three residential /
properties (RI), two multi-family properties.(RI) and one commercial --• g - nr _
propel'
Streets
a =r
51St Avenue east of Brooklyn Blvd is a designated Municipal State Aid U .,J
99
Route. The streets in the project area were originally constructed in ,__l__! _';= ',� -1
1964. 51St Avenue east of Brooklyn Boulevard is 30 feet wide with no ��= 1 :
curb and gutter. The service road along Brooklyn Boulevard is currently
25 feet wide with curb and gutter on the west side of the road. The street _- - 4` - N �,
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.
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.
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.
Project Summaries P a g e 113
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Wangstad Park Area Improvements
The Wangstad Park area extends from
Noble Avenue to Brooklyn Blvd and
,d ORD VF M
from 63 Avenue to 61't Avenue.
The total project length is 15,884 feet.
The neighborhood consists of
approximately
266 residential -A
pr operties (RI and R4) and 6 j°A! I•
commercial properties(Cl).
Streets
June Avenue from 61" to 63d is a
designated Municipal State Aid
KYLAWN
Route. The majority of the streets in PAN
the project area were originally IT
constructed between 1966 and 1968.
Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated
throughout most of the neighborhood. The overall pavement condition rating is poor. Proposed street
improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve
drainage and placement of bituminous street pavement.
Water main
The existing water main in the project,area is 6-inch and 8-inch diameter cast iron pipe installed in 1955 and
between 1960 and 1969. A majority of the existing water main is believed to have a cement based internal liner.
The corrosion rate within the project area has not been thoroughly documented at this time. Water records
indicate that three main breaks have occurred within the neighborhood. The current cost estimate includes
complete replacement of the water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed between
1956 and 1960. Approximately 81 percent of the sanitary sewer is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The
condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all
sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The Wangstad Park neighborhood has only one short stretch of storm sewer on 61't Avenue. An expansion of
the storm drainage system within the project area is necessary to reduce local flooding and preserve street
pavement. The existing storm sewer in the project area flows from France Avenue to Brooklyn Blvd. The pipe
size and material are unknown. The cost estimate for this project area assumes new storm sewer installation in
the entire project area.
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 6 wood poles with 6 fiberglass poles with a decorative rectilinear fixture and
underground power.
Project Summaries Page 114
2013-2027 Capital Improvement Program
EXHIBIT A
63"d Avenue North Reconstruction
wNgm- I - -M
M .
The 63rd Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area
contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55 residential
properties(Rl to R4)and 1 commercial zoned property(C2).
Streets
This segment of roadway is designated as a Municipal State Aid Route. 63rd Avenue was originally constructed
in 1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street improvements consist
of the replacement of curb and gutter to improve drainage,frill depth replacement of bituminous street pavement
and complete sidewalk replacement.
Water main
The existing water main in the 63rd Avenue project area consists of 6-inch and 10-inch diameter cast iron pipe
(CIP) installed between 1956 and 1958. A condition survey must be conducted for the existing water system in
the project area to determine the extent of corrosion. Water records indicate three main breaks have occurred
within the project corridor. The water main is in fair condition based on current maintenance records. The
current project cost estimate includes replacement of approximately 50 percent water main and miscellaneous
hydrants as necessary in the project area.
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers were
originally installed between 1956 and 1960. Approximately 35 percent of the sanitary sewer is subjected to
frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the
system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as
fair. The current project cost estimate includes complete replacement of the sanitary sewer.
Storm Sewer
63rd Avenue contains two storm drainage systems. The first drainage system consists of 12-inch and 15-inch
diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm drainage pond in
Cahlander Park. The second storm system ranges from 18-inch to 36-inch reinforced concrete pipe. This
system drains to Brooklyn Boulevard and then to Shingle Creek. The current project cost estimate includes
replacing a majority of catch basin structures,castings and various pipe laterals.
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 14 wood poles with 14 fiberglass poles with a decorative rectilinear fixture
and underground power.
Project Summaries Page 115
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Freeway Blvd Improvements (West of Xerxes Avenue)
The Freeway Blvd project area extends from Shingle Creek Pkwy on the
north and Xerxes Avenue on the east. The project area contains a total of
1,073 linear feet of local streets. The neighborhood consists of three � �•.._ �,
multi-family residential properties (R3) and two commercial zoned ' -
properties(Cl). I �
Streets �" 1p°I.P.
This section of Freeway Blvd was originally constructed in 1981. The
existing street is 32 feet wide with concrete curb and gutter. The street
pavement exhibits a moderate rate of deterioration. The current cost f P� '
estimate assumes street improvements that consist of approximately 30
percent curb replacement, 10 percent sidewalk replacement, and full } ( -• f
depth pavement replacement.
Water main 7 `� �
There is no water main in the Freeway Blvd project area. `
Sanitary Sewer
There is no sanitary sewer in the Freeway Blvd project area.
Storm Sewer
The storm sewer on Freeway Blvd consists of 12-inch to 24-inch diameter reinforced concrete pipe that drains to
Shingle Creek. This storm sewer was installed in 1981. 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 2 wood poles with 2 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 116
2013-2027 Capital Improvement Program
EXHIBIT A
Freeway Park Area Improvements
The Freeway Park project area extends from
Grimes Ave to Xerxes Ave and from 69t"Ave to
Interstate 94. The project area includes a total of
approximately 12,869 feet of local streets. The
neighborhood consists of approximately 216
residential properties.
i .
Streets _
The majority of the streets in the project area
were originally constructed between 1967 and
1968. Existing streets are generally 30 feet wide
with no curb and gutter. Poor surface drainage and low stability subgrade material has resulted in deteriorated
pavement throughout the neighborhood. Proposed street improvements consist of the reconstruction of the
street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
Existing water main in the Freeway Park area consists of 6-inch diameter cast iron pipe installed between 1956
and 1960. Existing water main along France Avenue consists of 16-inch cast iron pipe installed in 1956. This
water main is trunk feeder from Water Tower No. 1 on the corner of 69th Avenue and France Avenue. Higher
corrosion rates have been noted within a majority of the project area. Water records indicate thirteen main
breaks have occurred within the area. The current cost estimate assumes 100 percent of the water main in the
project area will be replaced.
i
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8-inch diameter vitrified clay pipe originally
installed between 1956 and 1961. A sanitary sewer trunk line consisting of 21-inch diameter corrugated metal
pipe nms along Ewing Avenue, 68th Avenue and Drew Avenue. A cured-in-place liner was installed along the
21-inch diameter trunk sanitary sewer as part of project 1995-11. This portion of the sanitary sewer collection
system is not proposed to be replaced with the project. Approximately 50 percent of the remaining sanitary
sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis
to maintain the system conveyance capacity. At least 50 percent of the sewer system is in poor condition.
Replacement of the 8-inch diameter sanitary sewer pipes and access structures are proposed as part of the
project.
Storm Sewer
The Freeway Park improvement area consists of five small diameter storm sewer lines draining to 69th Avenue
and Interstate 94. The existing storm sewer ranges in size from 12-inch to 21-inch diameter reinforced concrete
pipe. The current cost estimate assumes replacement of the storm sewer in the improvement area to increase
conveyance capacity and minimize local flooding during larger storm events.
Street Lighting
i
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.
r
Project Summaries Page 17
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Freeway Boulevard Mill and Overlay (East of Xerxes Avenue)
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. r �_
Streets
This segment of roadway is designated as a Municipal
State Aid Route. Freeway Blvd was originally
constructed in 1974. The existing street is generallyI - I
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 8-inch
diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within the
neighborhood is rated as good. The current project cost estimate includes 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 6 wood poles with 6 fiberglass poles with a decorative rectilinear fixture and
underground power.
Project Summaries P a-e 118
2013-2027 Capital Improvement Program
EXHIBIT A
57"Avenue Mill and Overlay (Humboldt Avenue to I-94)
The 57th Avenue project area _
includes 57 ` Avenue from -
�_.
Humboldt Avenue to Interstate W
94. The project area contains a
total of 2,894 linear feet of - -
local streets. The J
neighborhood consists of 42 - _ l 9I x
residential properties. l.. - ,
b €
Streets L
57`h 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 t
(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.
Page X19
Project Summaries
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Palmer Lake West Area Improvements
The Palmer Lake West project area extends from the north City limits to
69th Avenue and from France Avenue to West Palmer Lake Dr. The total
project length is 11,621 feet. The neighborhood consists of approximately
198 residential properties. "
Streets "
The majority of the streets in the project area were originally constructed in
1956 and 1957. Existing streets are generally 30 feet wide with no curb and
gutter.. The street pavement is deteriorated throughout most of the 5`
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 MM AK N
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 seven main breaks have
occurred within the area. The current project estimate includes complete water main replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1956 and
( 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift station was
reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was replaced in 2003.
Approximately 75 percent of the sanitary sewer in the project area is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The
condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all
sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding and
preserve street pavement. A majority of the storm water runoff from the project area is collected in the existing
storm sewer system and conveyed to a regional storm water management pond adjacent to Palmer Lake. A
trunk storm sewer line extends along back property lines north of Urban 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 120
2013-2027 Capital Improvement Program
EXHIBIT A
69th Avenue Mill and Overlay (Shingle Creek Pkwy to Dupont Avenue)
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(Rl), 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 two water main breaks in this area. 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 69th 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 8 wood poles with 8 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 121
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
France Avenue Mill and Overlay (North of 691h Avenue)
The France Avenue North project area extends from 73rd•Avenue to 69d`Avenue. The project area contains a
total of 2,635 linear feet of local streets. The neighborhood consists
1' i.r
of approximately 59 residential properties(R1). � � � _ *M.ARR
? I f _,_J3gp A171 N Wry a jiWam CMICR
Streets i= _ "N� f. Z
This segment of roadway is designated as a Municipal State Aid r =�- 1- t
Route. This section of France Avenue was reconstructed in 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 .c AW-K.
assumes street improvements that consist of approximately 20 ! �r
percent curb replacement, 20 percent sidewalk replacement 25
percent apron replacement and a 2 inch mill and overlay.
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 2 wood poles with 2 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 122
2013-2027 Capital Improvement Program
EXHIBIT A
Evergreen Park Area Improvements
The Evergreen Park project area extends from Humboldt Avenue to = L
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).
l�
Streets
70th Avenue is designated as a Municipal State Aid Route. The
majority of the streets in the project area were originally
constructed between 1963 and 1966. Existing streets are generally
30 feet wide with no curb and gutter. 70th 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 twenty main breaks have occurred within the neighborhood. The project design process must
include a detailed hydraulics study using the City's water distribution computer model to determine any
warranted modifications to water main sizes and configuration. The current project estimate assumes
replacement of the older 6-inch to 10-inch cast iron water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1961 and
15-inch reinforced concrete pipe installed in 1960. The south portion of the project area contains 8-inch
diameter VCP installed in the 1958 and 1960. Approximately 25 percent of the sanitary sewer is subjected to
frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the
system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as
fair. The current cost estimate includes 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 7&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
must be evaluated to determine the remaining service life. The project estimate includes complete storm sewer
replacement and construction of a storm water pond located to the north of 700' Avenue and east of Camden
Avenue 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 123
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Bellvue Area Mill and Overlay
The Bellvue project area extends
from Dupont Avenue to 4th Street and
, 19,AMM --..
53 d Avenue to 55h Avenue. The
project area also includes 55`h Avenue
from James Avenue to 4"'Street. The
area contains a total of 10,858 linear
GA
feet of local streets. The project area
consists of approximately 165
M.
residential properties, three multi-
--:- - -.---- .R .........
family properties, two business -----------
-V
properties and one church property.
Streets
55'h 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. 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 556 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 55th 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 55"'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.
Project Summaries Page 124
2013-2027 Capital Improvement Program
EXHIBIT A
Firehouse Park Area Improvements
The Firehouse Park project area extends from 69th 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
axe
neighborhood consists of approximately 305 single family
residential properties (RI) and 14 multi-family properties y
(R4 and R5).
e
s
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 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 „,uWAV.. .
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. 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.
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 656,and 69th 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.
4
t
Project Summaries P a g c 125
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Interstate Area Improvements
The Interstate project area extends from Interstate 94 to 59th Avenue and from
Dupont Avenue to Lyndale Avenue. The total project length is 17,343 feet. M � ~--``---�-
The neighborhood consists of approximately 235 residential properties(RI).
Streets \
The majority of the streets in the project area were originally constructed in
1968 and 1969. Existing streets are generally 30 feet wide with concrete curb
and gutter. The street pavement is showing signs of distress throughout most
of the.neighborhood. Proposed street improvements consist of the replacement
of curb and gutter as necessary and placement of bituminous street pavement.
Water main
The existing water main in the project area consists of 6-inch and 8-inch
diameter cast iron pipe installed in 1969. Colfax Avenue contains a 24-inch -
steel water main installed in 1964. A majority of the existing water main is
believed to have a cement based internal liner. There is no history of water
main breaks in the project area. In 2019, the water main system will be in
service for 50 to 55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by
replacement of adjacent sanitary sewer. The current project estimate assumes complete replacement of the
water main to facilitate the sanitary sewer replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1960.
Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root
sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the
sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer
pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to the storm trunk line on 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 stonn 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 P a g e 126
2013-2027 Capital Improvement Program
EXHIBIT A
Logan, Lilac and 591h Avenue Reconstruction
This project area includes Logan Avenue from
57t` Avenue to Lilac Drive N, 59a' from Lilac
Drive N to Dupont Avenue and Lilac Drive N
from Logan Avenue to 59"' Avenue. The total _
project length is 3,761 feet. The neighborhood
consists of approximately 19 residential
properties (RI to R5) and 5 commercial zoned
properties(Cl and C2).
Streets •�
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 59"'Avenue has no curb. The street pavement is
deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor.
Proposed street improvements consist of the reconstruction of the street subgrade,installation of curb and gutter
to improve drainage and placement of bituminous street pavement.
Water main
The existing water main along Logan Avenue and Lilac Drive N is 10-inch diameter cast iron pipe installed in
1965 and 16-inch diameter cast iron main along 59`''Avenue installed in 1969. A majority of the existing water
main is believed to have a cement based internal liner. The corrosion rate within the project area has not been
thoroughly documented at this time. Utility records indicate that there has been one water main break along
Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to
determine the extent of water main replacement that is warranted. The current project estimate includes
replacement of water main along Logan Avenue and Lilac Drive 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 59t"
Avenue. This line consists of 24"to 36" corrugated metal pipe. A second storm lines runs south along Logan
Avenue to 57"' Avenue. This line consists of 21" to 42" RCP installed in 1988. The current project cost
estimate assumes replacement of the corrugated metal pipe alone 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 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and
underground power.
s
Project Summaries Page 127
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Grandview Park Area Improvements
The Grandview Park project area extends Interstate 694 to 57th Avenue
and from Logan Avenue to Dupont Avenue. The total project length is w,�"■"Op
20,821 feet. The neighborhood consists of approximately 345 residential
properties(Rl)and 4 multi-family properties(R6).
Streets
The majority of the streets in the project area were originally constructed
between 1964 and 1969. Existing streets are generally 30 feet wide with
no curb and gutter. The street pavement is deteriorated throughout most
of the neighborhood. The overall pavement condition rating is fair to
poor. Proposed street improvements consist of the reconstruction of the
street subgrade, installation of curb and gutter to improve drainage and
placement of bituminous street pavement. s
4 i
E
Water main
The existing water main in the north portion of the project area is 6-inch
and 8-inch diameter cast iron pipe installed between 1964 and 1969. A 16-inch steel water main runs along
Emerson Avenue from 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.
The current project estimate includes replacement of approximately 50 to 75 percent of the water main within
the project area. The 16-inch steel water main along Emerson Avenue potently could be.replaced with C900
plastic water main.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe(VCP)
installed in 1960 and 1963. Approximately 50 percent of the sanitary sewer is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. The
current project estimate includes replacement of approximately 50 to 75 percent of the sanitary sewer system
within the project area.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to the trunk storm sewer line on 59t''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 P a g e 128
2013-2027 Capital Improvement Program
EXHIBIT A
Ryan Lake Industrial Park Area Improvements
The Ryan Lake project area includes Lilac Drive N from RAx,oAo
48th Avenue to the dead end, 48th Avenue and Dusharme
Drive from Drew Avenue to the dead end and 47th Avenue
from Drew Avenue to the dead end. The total project length
is 1,932 feet. The neighborhood consists of approximately N
12 industrial properties and 3 multi-family properties(R5).
3
f7TN Aye N
Streets
The majority of the streets in the project area were originally
constructed in 1958 and 1960. The western portion of 47th
Avenue and Drew Avenue were reconstructed in 2002. The
western portion of 48th Avenue was reconstructed in 2005.
The remaining street sections are 25 to 40 feet wide with no curb and gutter. The street pavement is deteriorated
and in poor condition. Proposed street improvements consist of the reconstruction of the street subgrade,
installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main
The existing water main on Lilac Drive N, 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. 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
49'b 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 2 wood poles with 2 fiberglass poles with a decorative rectilinear fixture and
underground power.
Project Summaries Page 129
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Northwest Area Mill and Overlay
The Northwest project area extends from Toledo Avenue ---�-
east to Perry Avenue and from 71st Avenue south to 69`'' t '
Avenue. The total project length is 6,819 feet. The :
neighborhood consists of 124 residential properties (RI) �`
and two school owned properties.
Streets
The streets in the project area were reconstructed in
1994. The streets are 30 feet wide with concrete curb
and gutter. The current cost estimate assumes street , t, -j ` F—
improvements that consist of minor concrete repairs and
a 2 inch mill and overlay. � j -t 4
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. 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 fl-
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 9 wood poles with 9 fiberglass poles with a decorative rectilinear fixture and
underground power.
Project Summaries P a.-e 130
2013-2027 Capital Improvement Program
EXHIBIT A
51St Avenue North Improvements (West of France Avenue)
The 51St Avenue project area extends from 185 feet south of
Oak Street on Twin Lake Blvd E to France Avenue. The �µ1
total project length is 1,171 feet. The neighborhood consists
of approximately 25 residential properties.
Streets
The 51"Avenue project area was originally constructed in
1990. The existing street is 30 feet wide with concrete curb TL 1�� 1_(_1
and gutter. After the year 2023 the pavement will have —
exceeded the expected service cycle. Proposed street
improvements consist of reconstruction of the bituminouso '
street pavement and replacement of the concrete curb and '� �`_.._ __3a _�V N-- tt
gutter as necessary.
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.
I
Storm Sewer
The storm sewer runoff from the 51"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.
Page 131
Project Summaries
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
53r`' Avenue North Improvements
E 3 TC I ILIJ 17-H't.:IIID 3 LLU
1:] -
F_ z
V t
The 53rd Avenue project area extends on 53rd Avenue from Penn Avenue to 4th 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 53`d 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. 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 55h 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.
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 P a g e 132
2013-2027 Capital Improvement Program
EXHIBIT A
Knox, James and 54th Avenue Area Improvements
The Knox,James and 54th Avenue project area includes James } _
Avenue and Knox Avenue between 55th Avenue and 53rd Avenue,
and 50 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- r Syr;,
family property.
Streets '
The existing streets in the project area are 30 wide with concrete
curb and gutter constructed in 1994. Proposed street improvements
consist of new street pavement and replacement of isolated sections
of concrete curb and gutter as necessary. CnY of.� CCd7ER,
_ — —-sea AVE x
Mrzi
Water Main
The existing water main in the project area consists of 6-inch --
diameter ductile iron pipe(DIP)installed.in 1994. The current project estimate includes casting replacement
only.
Sanitary Sewer
The sanitary sewer in the project area consists of 10-inch diameter poly vinyl chloride(PVC)installed in 1994.
The condition of the sanitary sewer system within the neighborhood is rated as good. The cuurent 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 55th 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.
Page X33
Project Summaries
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Lyndale Avenue Improvements
The Lyndale Avenue project area extents from 57th Avenue to
55th Avenue and includes the 56th Avenue and 55th Avenue Y
cul-de-sacs. The current project length is 1,905 feet. The RflM'
neighborhood consists of 11 residential properties(R2 and
R4).
Y N K'M
Streets
The streets in the project area were constructed in 1985. The ® EB
existing streets area 30 feet wide with concrete curb and Ee
gutter. Proposed improvements include 20 percent curb
55TH AVE N
replacement and installation of new street pavement. _
Water Main
The existing water main in the project area consists of 6-inch x
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. A
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
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 3 wood poles with 3 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 134
2013-2027 Capital Improvement Program
EXHIBIT A
Woodbine Area Improvements
The Woodbine project area extends from W"°`x
Brooklyn Blvd to France Avenue and from
the north City limits to 71St Avenue. The �` ;�_ Al v`� - T
project area contains a total of 15,525 linear f `", ,�' y � -th .'i=� MWO 1 " "
feet of local streets. The neighborhood
consists of approximately 248 residential
properties.
Streets -
Noble Avenue from Brooklyn Blvd to the
north City limits is a designated Municipal
State Aid Route. The Woodbine -
Neighborhood was reconstructed in 1995.
Noble Avenue is 40 feet wide with concrete curb and gutter. The remaining streets are generally 30 feet wide
with concrete curb and gutter. The 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 (ClP)
installed between 1957 and 1959. 'Records indicate there have been 9 water main breaks in the neighborhood
between 1975 and 2004. 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 71"Avenue and 70'h 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.
Page 135
Project Summaries
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Humboldt Avenue North Improvements
The Humboldt Avenue North project area extends from 69`h Avenue to the
north City limits. The project area contains a total of 2,618 linear feet of IR H'H-MEMN
local streets. The neighborhood consists of approximately 38 residential
properties(RI),3 R5 properties,and 2 commercial(C2)properties. Itgr
WOODBINE LA N _
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 deteriorated due to higher volumes of z
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.
Based on current maintenance records, there is no history of water main _
breaks in this area. The current project cost estimate includes replacement
of 25 percent of the water main and replacement of all hydrants and valves.
Sanitary Sewer
When the Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was
( replaced with 10-inch diameter 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 5 wood poles with 5 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries P a g e 136
2013-2027 Capital Improvement Program
EXHIBIT A
Orchard Lane East Improvements
The Orchard Lane East project area extends from Perry
Avenue to Brooklyn Blvd and Interstate 94 to 63`fl Avenue.
The project area contains a total of 21,560 linear feet of local
streets. The neighborhood consists of approximately 358
residential properties, two multi-family properties and one
commercial property.
Streets : = .• y a �y
The Orchard Lane East area was reconstructed in 1996. The
rw �
streets are generally 30 feet wide with concrete curb andL y
gutter. The current cost estimate assumes street l _ '
improvements that consist of approximately 50 percent curb � � {1
replacement, 10 percent sidewalk replacement,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(C1P)installed between 1955 and 1973. Records indicate there
have been 8 water main breaks in the neighborhood. 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 diameter
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 65`i` 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
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 137
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Orchard Lane West Improvements
The Orchard Lane West project area extends from Unity Avenue to }U11 17-1177-73 -a
Perry Avenue and Interstate 94 to 61" Avenue. The project area
contains a total of 25,702 linear feet of local streets. The '1J, TT"I T.T;,; „ I'f7rfn 1
neighborhood consists of approximately 509 residential properties,one I
church property and one school property. -
y�r+aas',weui I rw�
Streets ... �.
The Orchard Lane West area was reconstructed in 1997. The streets L�] ;�
are generally 30 feet wide with concrete curb and gutter. The current �� r
cost estimate assumes street improvements that consist of
iti-
E? • AK f
approximately 50 percent curb replacement, 20 percent sidewalkf ll
replacement, 50 percent driveway apron replacement and full depth
pavement replacement.
i lLAW
Water main �t4 4 L`{ 1 ,
.rte AK.
Approximately 99 percent of the water main in the Orchard Lane West
area was replaced with ductile iron pipe (DIP) in 1997 when the -
neighborhood was reconstructed. The remaining water main in the s �J,i 1
66 !.II1I{ ,.��
area consists of 6-inch DIP installed in 1987. The current project cost
estimate includes replacement of miscellaneous valves and hydrants as
necessary.
Sanitary Sewer
Approximately 55 percent ofthe 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 Lane West area drains to the storm water ponds at Orchard
Park and Cahlander Park. This storm sewer consists of 12-inch to 36-inch diameter pipe. The 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 storm sewer 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 138
2013-2027 Capital Improvement Program
EXHIBIT A
Meadowlark Gardens Area Improvements
The Meadowlark Gardens project area extends on Logan Avenue
from 53rd Avenue to 57th Avenue, on Knox and James Avenues from --
55th Avenue to 57th Avenue, and on 55th Avenue and 566' Avenue
from Morgan Avenue to Irving Avenue. The project area also
includes 57th Avenue from Humboldt Avenue to the Interstate 94
bridge. The project area contains a total of 10,150 linear feet of 36TH AVE N
local streets. The neighborhood consists of approximately 162 -
residential properties, two multi-family properties and two
commercial properties.
2
Streets I�
Logan Avenue and 57"' Avenue are designated as Municipal State � z
Aid Routes. The Meadowlark Gardens project area was last H N
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
CITY OF YlOOKLYN CENTER
assumes street improvements that consist of approximately 20 53R -- -----------
C/LY OF 6ffNNF.V0115 ..�
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.. 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 139
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
53r`' and Xerxes Avenue Improvements
53'd Avenue extends from Xerxes Avenue to Upton LALAC;0 N
Avenue and Xerxes Avenue extends from 51St Avenue to _ __
53 Avenue. The project area contains a total of 2,028 -
/�,,.� ���53RD AVf��' I _CITY OF BROOKLYN CENTER~
linear feet of local streets. The neighborhood consists of —� - Orr or MumfAPOL15-
22 residential properties and one multi-family (R5) J
propel'
Streets
This project area was most recently reconstructed in 1996 Yx�
by the City of Minneapolis. 53rd Avenue and Xerxes
Avenue are the border between Brooklyn Center and
Minneapolis. The north portion of 53rd Avenue and the Y-'
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 a 2-inch mill and
overlay of the bituminous pavement.
Water main
The existing water main on 53rd Avenue consists of 6-inch diameter cast iron pipe (CEP) 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 53rd 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 53r Avenue and east of Upton Avenue. This stonn 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 8 wood poles with 8 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Pace 140
2013-2027 Capital Improvement Program
EXHIBIT A
St. Alphonses Area Mill and Overlay
The St. Alphonses project area extends from Brooklyn Boulevard
to Grimes Avenue and 69th Avenue to 71St Avenue. The area – `"ri `T !T_.i .
contains a total of 4,580 linear feet of local streets. The project
area consists of approximately 31 residential properties, three
commercial properties, one church property and one multi-family i,. _
roe
Streets i9+'
The St. Alphonses area was last reconstructed in 1998. Halifax
Avenue is 30 to 35 feet wide, 70th Avenue is 35 to 42 feet wide
1
and the remaining streets are 30 feet wide. All streets in the area i — `1
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. 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.
t
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 7 wood poles with 7 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 141
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
67th and James Avenue Mill and Overlay
The project area includes 67"' 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 consists of 11
LLL-
industrial properties.
67TH AVF N
Streets
a
The 67"'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.
FREE AY 4M
Water main y
The existing water main in the project area consists of 8-inch
diameter cast iron pipe(CIP)installed in 1970. Records
indicate that there have been no water main breaks in the area.
The current project estimate includes casting replacement only. / 94
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 65`"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 2 wood poles with 2 fiberglass poles with a decorative
rectilinear fixture and underground power.
Project Summaries Page 142
2013-2027 Capital Improvement Program
EXHIBIT A
John Martin Drive Mill and Overlay
The John Martin Drive project area extends from Shingle Creek
to 450 feet south of Earle Brown Drive. The project l Y
Parkway j
area contains a total of 1,381 linear feet of local streets. The
neighborhood consists of approximately nine commercial
properties. .'
j-`'r.:.
_.
Streets - '
John Martin Drive is designated as a Municipal State Aid
Route. The project area was reconstructed in 1998. The streets
are generally 50 feet wide with concrete curb and gutter. The
current cost estimate assumes street improvements that consist I� �,• .. jjf/ .m
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
2-inch to 48-inch
' e drains to Shin
The storm sewer on John Martin Drive le Creek. This storm sewer consists of 1 v g
diameter reinforced concrete pipe (RCP) installed in 1969. The current project estimate includes casting
replacement only.
Page X43
Project Summaries
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
68th and Lee Avenue Mill and Overlay
The project area includes 68th Avenue from Lee Avenue to Brooklyn Ayr N
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 properties. 91!AYi N
Streets
The 67th and James area was reconstructed in 1998. The streets are
generally 45 feet wide with concrete curb and gutter. The current - --- --•---s
cost estimate assumes street improvements that consist of gem Rvc N
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 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 unust 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 3 wood poles with 3 fiberglass poles with a decorative
rectilinear fixture and underground power.
I
i
Project Summaries Page 144
2013-2027 Capital Improvement Program
EXHIBIT A
Miscellaneous Water Main and Sanitary Sewer Improvements
Lift Station 1 Wet Well Improvements
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, miscellaneous appurtenance replacement, and wet well reconfiguration to aid in
self-cleaning.
Sanitary Sewer Lining along Mississippi River
This project extends from the manhole north of Interstate 694 on Willow Lane to the first manhole south of 57'
Avenue on Lyndale Avenue,approximately 4,752 feet. The existing line is 21-inch to 24-inch reinforced
concrete pipe(RCP)and contains root infiltrations throughout.Roots were last removed in 2011. 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.
Emergency Generator Replacement 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.
Water Tower No.3 Painting
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. Based on the 2010 evaluation, Tower No. 3 is recommended for complete interior wet, interior dry and
exterior coating rehabilitation in 2016.
Water Tower No.2 Painting
Water Tower No. 2, a one-million gallon elevated storage tank located at 69a'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. Tower No. 2 is scheduled to be inspected in 2011. Based on a 2009 review of the 2005
recommendation,Tower No.2 is recommended for complete interior and exterior coating rehabilitation in 2017.
Well Motor Speed Controls(VFD)Wells 4,5,7,9 and 10
The existing well motor speed controls were installed in 1997 as part of an energy conservation project. Due to
their age and parts availability,they are due for replacement. New controls would be equipped with bypass
switch gear that allows the operation of the well pump if the controls fault and need repair.
Project Summaries Page 145
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Water Tower No. 1 Painting
Water Tower No 1, a 500,000 gallon elevated storage tank located at 06' 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. Based on the 2009 inspection, Tower No. 1 is
recommended for complete interior and exterior coating rehabilitation in 2018.
Lift Station No.9 Forcemain Replacement
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.
Emergency Generator Replacement for Lift Station No. 1
The existing generator is a 1996 model with a typical lifespan of 35 years. Both generator and switch gear are
proposed to be replaced.
Street Light and Traffic Signal Improvements
Traffic Signal System Replacement at 66th Avenue and TH 252
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.
Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes
The 34 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.
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. 1 and 2,
municipal well Nos 2-10, Evergreen Park building, Garden City Park building, Central Park west building,
Central Park plaza, and Central Park gazebo.
Project Summaries P a g e 46
2013-2027 Capital Improvement Program
EXHIBIT A
Storm Water Improvements
Connections Shingle Creek Restoration Project
As part of the 2009 Connections at Shingle Creek Corridor Study, a section of Shingle Creek from Regent
Avenue in Brooklyn Park to Nobel Avenue was assessed for opportunities to provide ecological restoration.
Additionally, Shingle Creek has been identified as having dissolved oxygen and biotic impairments that must be
addressed. The first phase of this project includes the restoration of the portion of the creek from Brooklyn
Boulevard to 700-feet east of Noble Avenue. Restoration improvements include repairing eroded stream bank
areas, adding riffles and plunge pools, thinning out the significant tree canopy, installing culvert energy
dissipating rip rap and slope protection and establishing a wider vegetated wetland/upland buffer adjacent to the
creek. The City of Brooklyn Center will be responsible for only a portion of the project funding. The proposed
funding is expected to include 50% City funding(25% from Brooklyn Center and 25%from Brooklyn Park),
25% grant funding and the remaining 25% to be shared by the Shingle Creek Watershed Management
Commission.This project is anticipated to proceed only upon successful grant award.
Storm Water Management Basins
In 2005,the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene Anderlik& Associates to
conduct a condition assessment of 30 storm water management ponds located throughout the City. The
assessment process resulted in a list of improvements to address problems with shoreline erosion, sediment
accumulation, inlet and outlet blockages and other miscellaneous maintenance issues. Below is a description of
the projects that were not considered routine annual maintenance work normally addressed as part of the annual
operating budget for the Storm Drainage Utility.
Storm Water Pond 60-001
Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within Central Park. The pond
receives runoff from approximately 85 acres of upstream residential development. This pond was constructed in
2003. By 2013, preliminary estimates indicate that approximately 30 to 40 percent of the wet volume will be
lost due to sediment accumulation. The proposed work consists of removal of sediment and installation of a
skimmer structure to enhance the water quality treatment performance of the pond.
Storm Water Pond 50-001
Pond 50-001 is located within Cahlander Park. The pond receives runoff from approximately 230 acres of
upstream residential development. Due to the large watershed to pond area ratio,this pond is subject to higher
rates of sediment accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted in the
sediment during the most recent site inspection. The proposed project consists of dredging and properly
disposing of sediment from the pond and repairs to various shoreline erosion issues.
Storm Water Pond 46-001
Pond 46-001 is located within the northern portion of Orchard Lane Park. The pond receives runoff from
approximately 60 acres of residential development located west of Orchard Lane Park and approximately
50 acres located north of Interstate 94/694. The pond is was originally design as a detention basin without
wet volume to provide additional water quality benefit. The proposed improvements consist of excavating
wet storage volume below the invert of the outlet pipe to increase the water quality treatment performance
of the basin.
Project Summaries P age 147
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Park and Trail Improvements
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Centennial Park, Freeway Park
and Willow Lane Park.
Centennial Park Youth Soccer Field Improvements
Proposed construction includes converting a general use area to an improved youth soccer field. Amenities
include irrigation,permanent nets,bleachers and other miscellaneous site improvements.
Centennial Park Tennis Court Resurfacing
Proposed construction includes the removal of two existing tennis courts and resurfacing of the two remaining
two tennis courts within Central Park.
Willow Lane Park Trail Reconstruction
Proposed construction includes replacement of the trail system within Willow Lane Park. An eight foot wide
trail section is proposed.
Baseball Fence Replacement
Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake Park and
the replacement of the line and outfield fences at Northport Park.
Freeway Park Trail Replacement
Proposed construction includes replacement of the trail system within Freeway Park. An eight foot wide trail
section is proposed.
Lions Park Trail Replacement
Proposed construction includes replacement of the trail system within Lions Park. Parallel biking and walking
trails would be removed and replaced with a single ten foot wide trail section.
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing City entrance signs and cedar fences surrounding the signs
located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park borders.
69`h Avenue Greenway&Cahlander Park Fence Rehabilitation
Proposed construction includes refinishing the wood fence along the north side of the 69"' Avenue greenway
between Brooklyn Boulevard and Palmer Lake Drive and the privacy fence on the west side.of Cahlander Park.
Northport Park Building
Proposed construction activities include the replacement of the existing shelter building. The new structure is
scheduled to include picnic facilities, one unisex restroom and a small utility area. The new shelter will be
consistent with the park building constructed in Kylawn Park in 2007/2008.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73rd Avenue to
66"'Avenue. A ten foot wide trail section is proposed.
Evergreen Park Trail Improvements
Proposed construction includes replacement of the bituminous trail within Evergreen Park. Replacement of the
trail along 70`h Avenue is not part of the project. An eight foot wide trail section is proposed.
Project Summaries Page 148
2013-2027 Capital Improvement Program
EXHIBIT A
Centennial Park East Trail Improvements
Proposed construction includes replacement of the bituminous trail system within the eastern portion of Central
Park. The trail segment proposed for replacement is between Interstate 94 and the south City Hall parking lot,
east of Shingle Creek. A ten foot wide trail section is proposed along the main trail corridor and an eight foot
wide trail section is proposed for the adjacent pedestrian trails.
Play Ground Equipment Replacement
Proposed replacement includes replacing park play ground 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 play ground equipment will need to be
completed to determine replacement priority.
Palmer Lake Trail Mill and Overlay
Proposed construction includes resurfacing of the existing trail system extending around Palmer Lake. This trail
was last reconstructed in 2005 with an expected maximum service life of 15 to 20 years due to the soil stability
issues within the park area.
Hockey Rink Rehabilitation and Replacements
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.
Irrigation Systems Rehabilitation and Replacements
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, 53rd
Avenue (Belview area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed rehabilitation
estimate includes rehabilitation of the Evergreen Park and the 69t" Avenue systems, which were installed in
1986 and 1989,respectively.
Centennial Park Softball Field Re-grading Improvements
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.
Miscellaneous Tennis Court Resurfacing
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.
Softball/Baseball Fence Replacement
Proposed construction includes replacement of the line and outfield fences at West Palmer Lake Park.
69th Avenue Trail Reconstruction
Proposed construction includes replacement of the trail system along 69th Avenue from Brooklyn Boulevard to
West Palmer Lake Drive. A nine foot wide trail section is proposed.
Project Summaries P age 149
2013-2027 Capital Improvement Program
EXHIBIT A
RESOLUTION NO. 2012-184
Evergreen Park Score Board Replacement
Proposed construction includes installing new score boards at the two softball fields and one baseball field at
Evergreen Park.
691h Avenue Landscape Rehabilitation
Proposed construction would include irrigation updates and replacing the landscaping plantings and sod along
69th Avenue from Brooklyn Boulevard to West Palmer Lake Dr.
Miscellaneous Projects and Improvements
Highway 100 Bridge at CR10/CR57 Improvements
The existing'roadway bridge is owned and maintained by the State. The Minnesota Department of
Transportation(Mn/DOT)has programmed this bridge deck to be replaced in 2013. The existing bridge deck
consists of approximately 5-foot sidewalks on each side. The sidewalk on the south side of the bridge is
proposed to be widened to approximately 12-feet as part of the joint trail extension project from Shingle Creek
Parkway to the Mississippi River trail. The City is working with Mn/DOT, Hennepin County and the Three
Rivers Park District to implement this reconfiguration of the roadway and pedestrian lane usage on the available
proposed deck width. The majority of the funding for the bridge deck replacement is proposed to come from
Mn/DOT. Their amount includes an amount to replace the existing bridge deck under its current configuration.
The changes to obtain a trail on the south side of the bridge is proposed to be shared by the Hennepin County,
Three Rivers Park District and the City.
Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements
Brooklyn Boulevard from I-94 to the southerly City limits (49th Avenue) is a Hennepin County roadway
(County Road 152) under their jurisdiction. The County has a portion of Brooklyn Boulevard from I-94 to
Highway 100 planned for reconstruction in 2016. Currently the City is undertaking a corridor study for this
section of roadway within the City of Brooklyn Center to evaluate necessary improvements including roadway,
trail, streetscaping,intersection,access,development and transit improvements.This study will be used to create
a vision, develop a preferred alternative layout, identify costs for the improvements, and develop funding
strategies for the improvements. 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.
Highway 100 Bridge at CR152(Brooklyn Boulevard)Improvements
The existing roadway bridge is owned and maintained by the State. The Minnesota Department of
Transportation(Mn/DOT) has programmed this bridge deck to be replaced in 2016. The existing bridge deck
consists of approximately 8-foot sidewalks on each side. The City is working with Mn/DOT,Hennepin County
and.the Three Rivers Park District to implement this reconfiguration of the roadway and pedestrian lane usage
on the available proposed deck width. The majority of the funding for the bridge deck replacement is proposed
to come from Mn/DOT. Their amount includes an amount to replace the existing bridge deck under its current
configuration.Participation by the City will include certain aesthetic elements of the bridge.
Project Summaries Page 150
2013-2027 Capital Improvement Program