HomeMy WebLinkAbout2011-183 CCR Member Kay Lasman introduced the following resolution and moved its
adoption:
RESOLUTION NO. 2011 -183
RESOLUTION ADOPTING THE 2012 -2026 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 2012 -2026
Capital Improvement Program together with the Financial Commission on August 15, 2011; and
WHEREAS, attached hereto and incorporated herein by reference as Exhibit A
is the documentation for the above referenced 2012 -2026 Capital Improvement Program.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of
Brooklyn Center that the 2012 -2026 Capital Improvement Program as set forth in Exhibit A to
this Resolution be and hereby is adopted.
December 12 2011
Date Mayor
ATTEST: —
City Clerk
The motion for the adoption of the foregoing resolution was duly seconded by member
Dan Ryan
and upon vote being taken thereon, the following voted in favor thereof
Tim Willson, Carol Kleven, Kay Lasman, and Dan Ryan;
and the following voted against the same: none;
whereupon said resolution was declared duly passed and adopted.
RESOLUTION NO. 2011 -183
City of Brook&n Center
2012 CAPITAL IMPROVEMENT PROGRAM
PROFILE
The 2012 Capital Improvement Program (CIP) is a planning document that presents a fifteen -year overview of
scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a
long -term financing plan that allows the City to allocate funds for these projects based on assigned priorities.
The fifteen -year horizon of the CIP provides the City with an opportunity to evaluate project priorities
annually and to adjust the timing, scope and cost of projects as new information becomes available. The
information contained in this plan represents an estimate of improvement costs based on present knowledge
and expected conditions. 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 2012 -2026 CIP makes a concerted effort to distinguish between major maintenance projects
contained in the City's operating budgets and capital improvement projects financed through the City's capital
funds and proprietary funds. Typical expenditures include the cost to construct roads, utilities, parks, or
municipal structures.
The CIP is predicated on the goals and policies established by the City Council, including the general
development, redevelopment, and maintenance policies that are part of the City's Comprehensive Plan. A
primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent
with funding opportunities and in coordination with other improvement projects.
CIP Project Types
The Capital Improvement Program proposes capital expenditures totaling 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), arterial and collector
streets. Proposed improvements include the installation or reconstruction of curb and gutter along public
roadways. As noted earlier, street improvements are often accompanied by replacement of public utilities.
Park Improvements
Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting
and other facilities that enhance general park appearance and increase park usage by providing recreational
facilities that meet community needs.
CIP (2012 — 2026) Page 1 1
RESOLUTION NO. 2011 -183
Capital Building Maintenance Improvements
Capital building maintenance improvements include short and long term building and facility improvements
identified in the 18 -year Capital Building Maintenance 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 Building Maintenance 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.
CIP (2012 — 2026) Page 12
TABLE 1.2012 -2026 Capital Improvement Program - Summary by Funding Source
-T Total Funding Average Annual Percent of
Need 2012 -2026 F undina Need Total Need
Water Utility $18,650,000 $1,243,000 15%
Sanitary Sewer Utility $14,330,000 $955,000 12%
Storm Drainage Utility $12,866,000 $858,000 11%
Street Lighting Utility $1,770,000 $118,000 1%
Municipal State Aid $8,503,000 $567,000 7%
Street Reconstruction Fund $15,172,000 $1,011,000 13%
Capital Projects Fund $2,748,000 $183,000 2%
Special Assessment Collections $19,444,000 $1,296,000 16%
Other Funding Sources $803,000 $54,000 1%
Funds To Be Determined $26,322,000 $1,755,000 22%
TOTAL $120,608.000 $8,041,000 100%
FIGURE 1. 2012 -2026 Capital Improvement Program — Overview of Project and Funding Sources.
Capital Improvement Program by Funding Source
Other Funding Funds To Be tWater Utility, ft
Sources, 1 /o Determined, 22%
- Sanitary
Sewer,
Assessments, ry Storm Drainage,
16 °ib °
. 11%
Street `�•;
Reconstruction, MSA, 7%
13%
Capital Projects, Street Light, 1%
2%
CIP (2012 — 2026) Page 13
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Table 2 r
C
Capital Improvement Program (2012 - 2026) .(
FINAL December 6, 2011
Z
Z
O
N
O
N
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project N
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost
00
2012 W
Evergreen Park Fence $ Court Reconstructicn $0 $0 1 $0 $0 $0 $0 $0 $80,000 $0 $0 $80,00
Evergreen Athletic Field Lighting Re placement $0 $0 $0 $0 $0 $0 $0 $110,000 $0 $0 $110,00
Storm Water Ponds Rehab (18-00146-001, 12 -002, 12 -003, 12 -005 $0 $0 $472,000 $0 $0 $0 $0 $0 $0 $472,00
C onnections Shingle Creek Restoration Project 1 $0 $0 $0 $88,000 $0 $0 $0 $0 $263,000 B) $351,00
18" Trunk San Sewer Replacement - Shingle Crk Crossing $0 $0 $0 $50,000 $0 $0 $0 $0 $50,00
Freeway Blvd/Shingle Crk Pkwy Intersection Improvements $0 $0 $0 $0 $0 $0 $0 $o $75,000 $75,00
Centennial Park Youth Soccer Field $0 $0 $0 $0 $0 $0 $0 $50,000 $120,000 A $170,00
Orchard Lane Park Shelter and Improvements $0 $0 $0 $0 $0 $0 $D $75,000 $0 $0 $75,00
Earl Brown/Opportunity Area Street Light Replacement - Rdwy $D $0 $o $D $0 $232,000 $0 $o $0 $232,00
2012 Subtotal $0 $0 $0 $560,000 $50,000 $0 $232,000 $315,000 $383,000 $75,000 $1,615,000
Notes: (A) Anticiapted Hennepin County Youth Sports Program Grant submittal ($119,500)
(8) Joint funding share from Brooklyn Park, Shingle Creek Watershed Commission and Clean Water Act Grant.
2013
Baseball Backstop Replacements $0 $0 $0 $0 $0 $0 $0 $27,000 $0 $0 $27,00
Replace Traffic Signals at 66th Ave & Hwy 252 $0 $0 $195,000 $0 $0 $0 $0 $0 $0 $0 $195,00
Capital Maintenance Building Program 2013 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,633,000 $1,633,00
Humboldt Ave N (53rd to 571h) Reconstruction $310,000 $0 $82,000 $28,000 $225,000 $205,000 $24,000 $0 $420,000 C $0 $1,294,00
France Avenue Mill & Overlay north of 691h $0 $0 $250,000 $0 $0 $0 $0 $0 $0 $D $250,00
K lawn Park Neighborhood Reconstruction $1,540,000 $1.025,000 $720,000 $1,061,000 $1,390,000 $1,690,000 $120,000 $0 $0 $0 $7,546,00
Hwy 100 Bridge at CR 10 /CR 57 (10 -ft trail)
$40,000 $40,00
2013 Subtotal $1,850,000 $1,025,000 $1,247,000 $1,089,000 $1,615,000 $1,895,000 $144,000 $27,DD0 $420,000 $1,673,000 $10,985,000
Notes: (C) Anticiapled Hennepin County funding share.
2014
Centennial Park Tennis Courts Resurfacing $0 $0 $0 $0 $0 $0 $0 $80,000 $0 $0 $80,00
Capital Maintenance Building Program 2014 $0 $0 $0 $0 $62,000 $96,000 $0 $0 $0 $92,000 $250,000
Stone Water Pond 60 -001 Rehab $0 $0 $0 $22,000 $0 $0 $0 $0 $0 $0 $22,00
Storm Water Pond 50-001 Rehab $0 $0 $0 $90,000 $0 $0 $0 $0 $0 $0 $90,000
Blow Lane Park Trail Reconstruction $0 $0 $0 $0 $0 $o $0 $52,000 $0 $D $52,00
51 st Avenue (at Brooklyn Blvd ) $83,000 $60,000 $77,000 $30,000 $35,000 $35,000 $6,000 $0 $0 $326,00
SE Neighborhood Mill& Overlay $0 $310,000 $200,000 $0 $0 $0 $0 $0 $0 $0 $510,000
Wangstad Park Neighborhood Reconstruction $1,347,000 $1,394,000 $0 $1,069,000 $1,220,000 $1,480,000 $126,000 $0 $0 $0 $6,636,00
2014 Subtotal $1,430,000 $1,764,000 $277,000 $1,211,000 $1,317,000 $1,611,000 $132,000 $132,000 $0 $92,000 $7,966,000
2015
Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $0 $40,000 $0 $0 $40,00
Freeway Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $35,000 $0 $0 $35,00
Capital Maintenance Building Program 2015 $0 $0 $0 $0 $4,000 $139,000 $o $0 $D $337,000 $480,00
Lions Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $65,000 $0 $0 $65,00
3rd Avenue North Reconstruction $487,000 $0 $1,921,000 $157,000 $475,000 $290,000 $108,000 $0 $0 $0 $3,438,00
$5
Freeway Blvd Full Depth Reclamation (West of Xerxes) $68,000 0,Oo0 $0 $0 $0 $D $0 $0 $o $0 $118,00
Freeway Park Neighborhood Reconstruction $1,023,000 $1,363,000 $0 $701,000 $940,000 $1,310,000 $120,000 $0 $0 $0 $5,457,00
20 Subtotal $1,578,000 $1,413,000 $1,921,000 $858,000 $1,419,000 $1,739,000 $228,000 $140,000 $0 $337,000 $9,633,000
G :WdministrationlBudgelt2012\CIP 2012X1112062012 FINAL CIP Table 2.xls
Table 2
Capital Improvement Program (2012 - 2026)
FINAL December6,2011
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
Eve 2016
Evergreen Park Trail Re lacement $0 $o $0 $0 $0 $0 $0 $60,000 $0 $0 $50,00
Brooklyn Blvd City Entrance Signs $0 $0 $0 $0 $0 $0 $0 $15,000 $0 $0 $15,00
Capital Maintenance Building Program 2016 $0 $0 $0 $0 $125,000 $20,000 $0 $0 $0 $155,000 $300,0
Storm Water Pond 12 -004 Rehab $0 $0 $0 $87,000 $0 $0 $0 $0 $0 $0
9th Ave Greenwa & Cahlander Park Fence Rehab $0 $0 $0 $0 $0 $0 $0 $65,000 $0 $0
Emer Generator Replacement for Lift Station No. 2 $0 $0 $0 $0 $85,000 $0 $0 $0 $0 $0
W ater Tower No. 3 Painting $0 $0 $0 $0 $0 $1,105,000 $0 $0 $0 $0
Freeway Blvd Improvements (east of Xerxes Avenue) $616,000 $0 $264,000 $0 $0 $0 $46,000 $0 $0 $0
Brooklyn Boulevard Corridor Recon/Com lete Street Imp $0 $0 $0 $0 $0 $0 $0 $0 $0 $20,000,000 Northport Park Building Replacement $0 $0 $0 $0 $0 $D $0 $400,000 $0 $0 Palmer Lake West Neighborhood Reconstruction $1,107,000 $1,099,000 $0 $944,000 $970,000 $1,180,000 $120,000 $0 $0 $0 0
2016 Subtotal $1,723,000 $1,099,000 $264,000 $1,031,000 $1,180,000 $2,305,000 $168,000 $540,000 $0 $20,155,000 $28,465,000
2017
W est Rive: Rd Trail Replacement $0 $0 $0 $0 $0 $0 $0 $130,000 $0 $0 $130,00
W ater Tower No. 2- Painting $0 $0 $0 $0 $0 $1,000,000 $0 $0 $0 $0 $1,000,00
Lift Station No. 9 Force Main Replacement $0 $0 $0 $0 $415,000 $0 $0 $0 $0 $0 $415,00
Capital Maintenance Building Program 2017 $0 $0 $0 $0 $0 $25,000 $0 $0 $0 $294,000 $319,00
9th Ave Mill and Overlay (Shingle Crk Pk to Dupont $156,000 $0 $520,000 $0 $0 $0 $0 $0 $0 $0 $676,00
Evergreen Park Neighborhood Reconstruction $1,421,000 $1,377,000 $700,000 $1,092,000 $1,420,000 $1,860,000 $120,000 $0 $0 $0 $7,990,00
Earl Brown/Opportunity Area Street Light Replacement - node: $0 $0 $0 $0 $0 $123,000 $0 $0 $0 $123,00
2017 Subtotal $1,577,000 $1,377,000 $1,220,000 $1,092,000 $1,835,000 $2,885,000 $243,000 $130,000 $0 $294,000 i 1 0,653,000
2018
Centennial Park East Trail Replacement $0 $0 $0 $0 $0 $0 $0 $98,000 $0 $0 $98,000
Water Tower No. 1 Painting $0 $0 $0 $0 $0 $550,000 $D $0 $0 $0 $550,00
Capital Maintenance Building Program 2018 $0 $0 $0 $o $23,000 $54,000 $0 I $o $0 $438,000 $515,000
Firehouse Park Neighborhood Reconstruction $1,903,000 1 $1,447,000 1 $405,000 $2,116,000 $1,800,000 $1,305,000 $120,000 $0 $0 $0 $9,096,00
2018 Subtotal $1,903,000 $1,447,000 $405,000 $2,116,000 $1,823,000 $1,909,000 $120,000 $98,000 $0 $438,000 $10,259,000
2019
Park Playground Equip Replacement $0 $0 1 $0 $0 $0 $0 $0 $203,000 $0 $0 $203,000
a ital Maintenance Building Program 2019 $0 $0 $0 $0 $3,000 $13,000 $o $0 $0 $541,000 $557,000
Interstate Neighborhood Reconstruction $1,120,000 $1,025,000 $0 $1,670,000 $1,090,000 $1,020,000 $48,000 $o $0 $0 $5,973,00
2019 Subtotal $1,120,000 $1,025,000 $0 $1,670,000 $1,093,000 $1,033,000 $48,000 $203,000 $0 $541,000 $6,733,000
2020
Park Playground Equip Re lacement $0 $0 $0 $0 $0 $0 $0 $207,000 $0 $0 $207,00
Capital Maintenance Building Program 2020 $0 $0 $0 $0 $7,000 $48,000 $0 $0 $0 $936,000 $991,00
Logan /Lilac/59th Avenue Reconstruction $450,000 $0 $1,075,000 $0 $46,000 $150,000 1 $20,000 $0 $0 1 1 $0 $1,741,00
Grandview Park Neighborhood Reconstruction $2,070,000 $950,000 $305,000 $1,465,000 1 $1,175,000 $1,100,000 1 $84,000 $0 $0 1 $0 1 $7,149,00
2020 Subtotal $2,520,000 $950,000 $1,380,000 $1,455,000 $1,228,000 $1,298,000 $104,000 $207,000 $0 $936,000 $10,088,000
2021
Park Playground Equip Replacement $0 $1 $0 $0 $0 $0 $0 $211,000 $0 $0 q044OOO a ital Maintenance Building Program 2021 $0 $0 $0 $0 $4,000 $0 $0 $0 $0 $108,000 Ryan LakelndusInalPark $335,000 $165,000 $0 $437,000 $211,000 $541,000 $32,000 $D $0 $0 2021 Subtotal $335,000 $165,000 $0 $437,000 $215,000 $541,000 $32,000 $211,000 $0 $108,1100 $
G1AdministrationlBudget120121CIP 1 "^1111206_2012 FINAL CIP Table 2.xls
M
N
O
Table 2 r
C
Capital Improvement Program (2012 - 2026) �
FINAL December 6, 2011 Q
Z
Z
O
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project N
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost O
F�
2022
Palmer Leke Trail Mill and Overlay $0 $0 $0 $0 $0 $0 $0 $180,000 $0 $0 $180,000 00
Capital Maintenance Building Program 2022 $0 $o $0 I $0 $4,000 $43,000 $0 I $o $0 $412,000 $459,000 W
Northwest Area Neighborhood MITI& Overlay $125,000 $215,000 $0 $35,000 $25,000 $25,000 $0 $0 $0 $0 $425,00
2022 Subtotal $125,000 $215,000 $0 $35,000 $29,000 $68,000 $0 $180,000 $0 $412,000 $1,064,000
2023
Capital Maintenance Building Program 2023 $0 $0 $0 $0 $5,000 $9,000 $0 $0 $0 $624,000 $638,000
51stAvenue Reconstruction west of France Avenue $74,000 $137,000 $0 $25,000 $30,000 $30,000 $8,000 $0 $0 $0 $304,00
53rd Avenue Reconstruction Area $353,000 $408,000 $401,000 1 $143,000 $145,000 $155,000 1 $40,000 $0 $0 $0 $1,645,00
Lyndale Avenue Reconstruction Area $100,000 $186,000 $0 $30,000 $30,000 $25,000 $11,000 $0 $0 $0 1 $382,000
2023 Subtotal $527,000 $731,000 $401,000 $198,000 $210,000 $219,000 $59,000 $0 $0 $624,000 $2,969,000
2024
Woodbine Neighborhood Reconstruction $523,000 $785,000 $111,000 $64,000 $586,000 $901,000 $50,000 $0 $0 $0 $3,020,00
Humooldt Avenue North Reconstruction $91,000 $0 $137,000 $21,000 $128,000 $65,000 $10,000 $0 $0 I $0 1 $452,00
epital Maintenance Building Program 2024 $0 $0 $0 $0 $32,000 $27,000 $0 $0 $0 1 $240,000 $299,00
2024 Subtotal $614,000 $785,000 $248,000 $85,000 $746,000 $993,000 $60,000 $0 $0 $240,000 $3,771,000
2025
rchard Lane East Utility and Street Improvements $1,639,000 $884,000 $215,000 $48,000 $1,340,000 $4,126,00
9th Ave. N. Utility and Street Improvements $590,000 $452,000 $56,000 $140,000 $582,000 $1,820,00
epital Maintenance Building Program 2021 $24,000 $20,000 1 $177,000 $221,00
2026 Subtotal $2,229,000 $884,000 $452,000 $271,000 $212,000 $1,942,000 $0 $0 $0 $177,000 $6,167,000
2026
Orchard West Utility and Street Improvements $1,500,000 $1,850,000 $510,000 $990,000 $50,000 $100,000 $5,000,00
Meadowlark Gardens Area (full Depth Pavement Rehab ) $367,000 $338,000 $688,000 $230,000 $38,000 $162,000 $100,000 $1,923,00
53rd and Xerxes Full Depth Replacement) $46,000 $104,000 $8,000 $158,00
Emergency Generator Replacement, Lift Station No. 1 $130,000 $130,00
Lifts Station No. 1 Wet Well Improvements/Rehabilitation $200,000 $200,0
Hockey Rink Rehabilitation/Replacements $150,000 $150,O
Irrigation Systems Rehabilitation/Replacements $100,000 $100,00
Centennial Park Softball Field Regrading $315,000 $315,00
Capital Maintenance Building Program 202E $220,000 $220,00
2026 Subtotal $1,913,000 $2,292,000 $688,000 $748,000 $1,358.000 $212,000 $200.000 $565,000 $0 $220,000 $8,196,000
TOTALS $19,444,000 $15,172,000 $8,503,000 $12,866,000 $14,330,000 $18,650,000 $1,770,000 $2,748,000 $803,000 $26,322,000 $120,608,000
G: 1Ndministration\Budgel\2012\CIP 2012 \111206_2012 FINAL CIP Table 2.xls
PROJECT DESCRIPTIONS
2012 — 2026 Capital Improvement Program
City of Brooklyn Center
Street and Utility Improvement Projects
Humboldt Avenue South Improvements
France Avenue Mill and Overlay Improvements (north of 69 Ave)
Kylawn Park Neighborhood Improvements
51" Avenue Improvements (east of CR 152)
Southeast Neighborhood Mill and Overlay Improvements
Wangstad Park Neighborhood Improvements
63r Avenue Improvements
Freeway Boulevard Improvements (west of Xerxes Avenue)
Freeway Park Neighborhood Improvements
Freeway Boulevard Improvements (east of Xerxes Avenue)
Palmer Lake West Improvements
69 Avenue Mill and Overlay Improvements
Evergreen Park Neighborhood Improvements
Firehouse Park Neighborhood Improvements
Interstate Neighborhood Improvements
Logan, 59 and Lilac Drive Improvements
Grandview Park Neighborhood Improvements
Ryan Lake Industrial Park Improvements
Northwest Area Neighborhood Mill and Overlay
51" Avenue North Improvements (west of France Avenue)
53r Avenue Neighborhood Improvements
Lyndale Avenue Neighborhood Improvements
Woodbine Neighborhood Improvements
Humboldt Avenue North Improvements
Orchard Lane East Improvements
69 Avenue North Improvements
Orchard Lane West Improvements
Meadowlark Gardens Improvements
53 Avenue and Xerxes Avenue Street Improvements
Miscellaneous Water Main and Sanitary Sewer Improvements
18" Trunk Sanitary Sewer Replacement — Shingle Creek Crossing
Emergency Generator for Lift Station No. 2 Replacement
Water Tower No. 3 Painting
Water Tower No. 2 Painting
Lift Station No. 9 Forcemain Replacement
Water Tower No. 1 Painting
Emergency Generator for Lift Station No. 1 Replacement
Lift Station No. 1 Wet Well Rehabilitation Improvements
Project Summaries Page 19
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Street Light and Traffic Signal Improvements
Earl Brown and Opportunity Area Street Light Replacement
Traffic Signal Replacement at 66 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 12 -002
Storm Water Pond 12 -003
Storm Water Pond 12 -004
Storm Water Pond 12 -005
Storm Water Pond 18 -001
Storm Water Pond 46 -001
Storm Water Pond 50 -001
Storm Water Pond 60 -001
Park and Trail Improvements
Centennial Park Youth Soccer Field
Evergreen Park Fence and Tennis Court Reconstruction
Evergreen Athletic Field Lighting Replacement
Orchard Lane Park Open Picnic Shelter and Park Improvements
Northport Park Building
Baseball Backstop Replacements
Centennial Park Tennis Court Resurfacing
Willow Lane Park Trail Improvements
Baseball Fence Replacement
Freeway Park Trail Improvements
Lions Park Trail Improvements
Evergreen Park Trail Improvements
Brooklyn Boulevard City Entrance Signs
69 Avenue Greenway & Cahlander Park Fence Rehabilitation
West River Road Trail Improvements
Centennial Park East Trail Improvements
Play Ground Equipment Replacement (programmed for 2 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 Projects and Improvements
Freeway Boulevard and Shingle Creek Parkway Intersection Improvements
Highway 100 Bridge at CR10 /CR57 Improvements
Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements
Project Summaries Page 110
2012 -2026 Capital Improvement Program
Humboldt Avenue South Improvements (CR 57)
The Humboldt Avenue South project area extends from 53 Avenue to 57
Avenue. The total project length is approximately 2,660 linear feet. The 57M A%T It
neighborhood consists of approximately 56 residential properties.
Streets
This segment of roadway is a Hennepin County Roadway. Humboldt
Avenue was originally constructed between 1966 and 1969. Existing streets
are generally 36 feet wide with no curb and gutter. The street pavement is
deteriorated due to the age of the pavement and inadequate drainage. This
project is included in the City's CIP due to a potential cost sharing agreement v
for the street and drainage improvements and finding for water main and t
sanitary sewer improvements as described below. 557i AVE N
Water main
The existing water main in the Humboldt Avenue South project area consists
of 6 -inch diameter cast iron pipe (CIP) installed in 1966. A condition survey
must be conducted for the existing water system in the project area to
determine the extent of corrosion. The water main is in fair condition based
on current maintenance records. The current project cost estimate assumes
replacing approximately 75 percent of the water main.
Sanitary Sewer MM A1C N
The existing sanitary sewer consists of 8 -inch diameter vitrified clay pipe lateral sewers. These sewers were
originally installed in 1952. Sanitary sewer between 53 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 75 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 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 4 wood poles with 4 fiberglass poles with a decorative rectilinear fixture and
underground power.
Project Summaries Page Ill
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
France Avenue Mill and Overlay Improvements (north of 69 Avenue)
The France Avenue North project area extends from 73 Avenue to 69 Avenue. The project area contains a
total of 2,635 linear feet of local streets. The neighborhood consists
of approximately 59 residential properties (R1). _ ,C1n'CF MWKLYH PAW
75RO AVE N
- afY 0� BAOOKLYR CENTFA
Streets' 4Ar
This segment of roadway is designated as a Municipal State Aid
Route. This section of France Avenue was reconstructed in 1997 71ND AVE
�Y�. H
The existing street is generally 32 feet wide with concrete curb and yo
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 J +sr A6( M
assumes street improvements that consist of approximately 20 Z --
percent curb replacement, 20 percent sidewalk replacement, 25 W
percent apron replacement and a 2 inch mill and overlay. a
N 1
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 no water main replacement. - - -
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 a 8 -inch diameter poly -vinyl chloride (PVC) installed in 1997. The current project
cost estimate includes no sanitary sewer replacement.
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. All of 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 no storm sewer replacement.
Project Summaries Page 112
2012 -2026 Capital Improvement Program
Kylawn Park Neighborhood Improvements
The north portion of the Kylawn Park Neighborhood
project area extends from County Road 10 to 61 Avenue,
with the exception of June Avenue extending to 63 �KC —C
Avenue, and from June Avenue to Brooklyn Blvd. The
south portion of the project area includes 58 Place and
Major Avenue. The total project length is 16,622 feet. The
neighborhood consists of approximately 320 residential
properties.
c
Streets I r
June Avenue from County Road 10 to 61" Avenue is
designated as a Municipal State Aid Route. The majority
of the streets in the project area were originally constructed g '"` K '
in 1965 and 1968. Existing streets are generally 30 feetI
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 . I
improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve
drainage and placement of bituminous street pavement.
Water main
The existing water main on June Avenue is 8 -inch diameter cast iron pipe installed in 1955. The remaining
project area consists of 6 -inch cast iron pipe installed between 1963 and 1966. A majority of the existing water
main is believed to have a cement based internal liner. The corrosion rate within the project area has not been
thoroughly documented at this time. Water records indicate that three main breaks have occurred within the
neighborhood. In general, cast iron water main is highly vulnerable to leaks and breaks when disturbed by
replacement of adjacent sanitary sewer as noted below. The current project estimate includes complete
replacement of water main within the project area to facilitate the replacement of sanitary sewer as noted below.
Sanitary Sewer
The sanitary sewer along Major Avenue consists for 8 -inch diameter vitrified clay pipe (VCP) installed in 1967.
The remaining project area contains 8 -inch and 10 -inch diameter vitrified clay pipe installed between 1956 and
1959. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary
sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The storm water runoff from the southeast portion of the project area is collected in the existing storm sewer
system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from
the southwest portion of the project area is conveyed to the Northport Park storm water pond. Expansion of the
storm system and increased conveyance capacity is needed to minimize local flooding. The current project cost
estimate assumes complete replacement of the storm sewer system as part of the neighborhood improvements.
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 P a g e 113
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
51" Avenue Improvements (east of CR 152)
The project area extends from the north property line of the Malmborg's W
Garden Center south and east to Xerxes Avenue. The total project
100 U 4
length is 680 feet. The neighborhood consists of three residential w
properties (RI), two multi - family properties (R1) and one commercial o x 51f WYE N.
property. 2N
o C.
o
Streets
51 Avenue east of Brooklyn Blvd is a designated Municipal State Aid � �1
Route. The streets in the project area were originally constructed in I z rsr avF "
1964. 51 Avenue east of Brooklyn Boulevard is 30 feet wide with no W 5
curb and gutter. The service road along Brooklyn Boulevard is currently
25 feet wide with curb and gutter on the west side of the road. The street
pavement is deteriorated throughout most of the project area. The 50re AEA S _
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 Page 114
2012 -2026 Capital Improvement Program
Southeast Neighborhood Mill and Overlay Improvements
The Southeast Neighborhood project ! ! ! r�
area includes 57 Avenue from 37IN, AVEN
Humboldt Avenue to Interstate 94, _
55' Avenue from Knox Avenue to
Bryant Avenue, Du ont Avenue from
56TH A4.1i _
I
53 Avenue to 57 Avenue, Bryant - i 94
Avenue from 53 Avenue to 55
Avenue and Camden Avenue from
53 Avenue to 55` Avenue. The _ ii 2 - — 55TH A N
project area contains a total of 10 943
�
n _
linear feet of local streets.
SAW AVE N - - y �- L •'.
u
o i
Streets I i
Dupont Avenue and 57` Avenue are aa�wF lANC
desi as Munici State Aid CIr ! � i
b" p �.. Y GE BROOKLYN Co TER _� — "RP AK N_ — —
Routes. This project area was � E M)NNEAVOUS — —
reconstructed in 1998 and 1999. 57`"
Avenue is 38 feet wide with concrete curb and gutter. The remaining streets are generally 30 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 cast iron pipe (CIP) installed between
1968 and 1973, 10 -inch diameter CIP installed in 1968, 16 -inch diameter steel pipe installed in 1964 and 6 -inch
diameter ductile iron pipe (DIP) installed in 1996. The current project cost estimate includes no water main
replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter and 10 -inch diameter poly -vinyl chloride
(PVC) installed in 1998 and 1999. The current project cost estimate includes no sanitary sewer replacement.
Storm Sewer
The existing storm sewer in the project area consists of trunk storm lines that flow east to the Mississippi River.
57' Avenue contains 21 -inch to 36 -inch diameter reinforced concrete pipe (RCP) installed in 1996. 55 Avenue
has two trunk storm lines ranging in size from 36 -inch RCP to 54 -inch RCP pipe installed in 1952 and 1998.
The remaining streets consist of 15 -inch to 18 -inch RCP installed in 1998 and 1999. The current project cost
estimate includes no storm sewer replacement.
Project Summaries P a g e 115
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Wangstad Park Neighborhood Improvements
The Wangstad Park Neighborhood extends
from Noble Avenue to Brooklyn Blvd _
(excluding June Avenue) and from 63` d3RD AVE M
Avenue to 61 Avenue. The total project
length is 14,574 feet. The neighborhood
consists of approximately 271 residential
2'
properties (R1 and R4) and 6 commercial
properties (C1). o i
- JANET IN N' I _
Streets
. --
'
June Avenue from 61 to 63 is a designated - _- -_ GIST /YE N -_-
Municipal State Aid Route. The majority of
K
the streets in the project area were originally ' N
X Cwi�000RE un
constructed between 1966 and 1968. �
Existing streets are generally 30 feet wide 2 .
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 the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed between 1956
and 1960. Approximately 85 percent of the sanitary sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary
sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The Wangstad Park Neighborhood has only one short stretch of storm sewer on 61 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 21 wood poles with 21 fiberglass poles with a decorative rectilinear fixture
and underground power.
Project Summaries Page 116
2012 -2026 Capital Improvement Program
63 Avenue Improvements
ffff itib �
f7R N 1
G
The 63` 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 (R1 to R4) and 1 commercial zoned property (C2).
Streets
This segment of roadway is designated a Municipal State Aid Route. 63` Avenue was originally constructed in
1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street improvements consist
of the replacement of curb and gutter to improve drainage, full depth replacement of bituminous street pavement
and complete sidewalk replacement.
Water main
The existing water main in the 63` 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
63` 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 18 wood poles with 18 fiberglass poles with a decorative rectilinear fixture
and underground power.
Project Summaries Page 117
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
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.
Streets'
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 deteriorated. The current cost / <�
estimate assumes street improvements that consist of approximately 30
percent curb replacement, 10 percent sidewalk replacement, and full
depth pavement replacement.
Water main
There is no water main in the Freeway Blvd project area. ' 1 r� �: - ` �.• �., �!
Sanitary Sewer
r
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.
Project Summaries P a g e 118
2012 -2026 Capital Improvement Program
Freeway Park Neighborhood Improvements
The Freeway Park Neighborhood project area
extends from Grimes Ave to Xerxes Ave and - -/
from 69 Ave to Interstate 94. The project area 1
includes a total of approximately 12,869 feet of
local streets. The neighborhood consists of
approximately 216 residential properties. - ' A
`L
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 Neighborhood consists of 6 -inch diameter cast iron pipe installed
between 1956 and 1960. Existing water main along France Ave. consists of 16 -inch cast iron pipe installed in
1956. This water main is trunk feeder from Water Tower No. 1 on the corner of 69 Avenue. and France
Avenue. Higher corrosion rates have been noted within a majority of the project area. Water records indicate
thirteen main breaks have occurred within the area. The current cost estimate assumes 100 percent of the water
main in the project area will be replaced.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8 -inch diameter vitrified clay pipe originally
installed between 1956 and 1961. A sanitary sewer trunk line consisting of 21 -inch diameter corrugated metal
pipe runs along Ewing Avenue, 68 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 69 Avenue
and Interstate 94. The existing storm sewer ranges in size from 12 -inch to 21 -inch diameter reinforced concrete
pipe. The current cost estimate assumes replacement of the storm sewer in the improvement area to increase
conveyance capacity and minimize local flooding during larger storm events.
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 P a g e 19
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Freeway Boulevard Improvements (east of Xerxes Avenue)
The Freeway Blvd West project area extends from
Xerxes Avenue. to the Shingle Creek Bridge. The '
project area contains a total of 2,826 linear feet of = __-
local streets. The neighborhood consists of
approximately 9 commercial/industrial properties.
Streets
This segment of roadway is designated as a Municipal �'=N_� 7
State Aid Route. Freeway Blvd was originally
constructed in 1974. The existing street is generally �] T IF
45 feet wide with concrete curb and gutter. The street
__. _.....� L1`ITL
pavement exhibits a moderate rate of deteriorated 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 Blvd West project area consists of 12 -inch diameter cast iron pipe
installed in 1974. The water main is in good .condition based on current maintenance records. The current
project cost estimate includes no water main replacement.
Sanitary Sewer
The existing sanitary sewer along the west half of the project area consists of 15 -inch diameter reinforced
concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of 8 -inch
diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within the
neighborhood is rated as good. The current project cost estimate includes no sanitary sewer replacement.
Storm Sewer
The storm sewer on Freeway Blvd consists of 12 -inch to 30 -inch diameter reinforced concrete pipe that drains to
Shingle Creek. This storm sewer was installed in 1974. The current project cost estimate includes replacing
structure castings 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 8 wood poles with 8 fiberglass poles with a decorative rectilinear fixture and
underground power.
Project Summaries Page 120
2012 -2026 Capital Improvement Program
Palmer Lake West Improvements
The Palmer Lake West Neighborhood project area extends from the north
City limits to 69 Ave. and from France Ave. to West Palmer Lake Dr. The
total project length is 11,621 feet. The neighborhood consists of
approximately 198 residential properties.
Streets
The majority of the streets in the project area were originally constructed in
1956 and 1957. Existing streets are generally 30 feet wide with no curb and
gutter. The street pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is fair to poor.
Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement.
wrM ps x
Water main
The existing water main is 6 -inch diameter cast iron pipe installed in 1956 and 1957. A majority of the existing
water main is believed to have a cement based internal liner. The corrosion rate within the project area has not
been thoroughly documented at this time. However, the project area has a history of water main breaks along
West Palmer Lake Dr., Ewing Ave. and Woodbine Lane. Water records indicate seven main breaks have
occurred within the area. The current project estimate includes complete water main replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1956 and
1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift station was
reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was replaced in 2003.
Approximately 75 percent of the sanitary sewer in the project area is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The
condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all
sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding and
preserve street pavement. A majority of the storm water runoff from the project area is collected in the existing
storm sewer system and conveyed to a regional storm water management pond adjacent to Palmer Lake. A
trunk storm sewer line extends along back property lines north of Urban Ave. This line consists of 54 -inch
diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm sewer system and higher
capacity will be needed to minimize local flooding. The current project cost estimate assumes reconstruction of
the existing storm sewer system within the street right -of -way, but does not include the replacement of the 54-
inch diameter trunk storm sewer within the rear yards.
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 P a g e 121
2012 -2026 Capital Improvement Program
11 E E- 0
RESOLUTION NO. 2011-183
691h Avenue Mill and Overlay Improvements
0
4�4
OV -00-1 � : � i-S7
`�t-i G� ,. % ... I ' � 1 I 4 i�r1 t. ��I �� l �, I M
OB]
J
The 69 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 (RI), I R3 property, 5 R5 properties, 6 industrial (II) and 5 commercial
(C2) properties.
Streets
This segment of roadway is designated as a Municipal State Aid Route. This section of 69 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 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 69 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 no water
main replacement.
Sanitary Sewer
The sanitary sewer on 69 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 no sanitary sewer replacement.
Storm Sewer
The existing storm sewer on the west half of the 69 Avenue project consists of 15-inch to 18-inch diameter
reinforced concrete pipe (RCP) that drains to Shingle Creek. The east half of the 69' 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 69 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 no storm sewer replacement.
Project Summaries P a g e 1 22
2012-2026 Capital improvement Program
i
Evergreen Park Neighborhood Improvements
... x n
The Evergreen Park Neighborhood project area extends from 1`
Humboldt Ave. to State Highway 252 and from 69 Ave. to 11
73` Ave. Dupont Ave. is not included in the project area.
The total project length is 16,996 feet. The neighborhood
consists of approximately 214 residential properties (RI to
R5).
Streets
70 Avenue is designated as a Municipal State Aid Route.
KM
The majority of the streets in the project area were originally
constructed between 1963 and 1966. Existing streets are Y
generally 30 feet wide with no curb and gutter. 70 Ave. i
from Dupont to Hwy 252 has concrete curb and gutter and
ranges in size from 30 to 65 feet wide. 70 Ave. was
constructed in 1982. The street pavement is deteriorated throughout most of the neighborhood. The overall
pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main
The Evergreen project area contains a complex water main system. This area contains five municipal wells and one -
water tower. The existing water main ranges in size from 6 -inch diameter cast iron pipe to 30 -inch ductile iron pipe.
The main line water main in the residential areas generally consists of 6 -inch cast iron pipe installed between 1961
and 1965. A majority of the existing water main is believed to have a cement based internal liner. There is a history
of water main breaks along 72" Ave., Woodbine Lane and Camden Ave. Water records indicate twenty main breaks
have occurred within the neighborhood. The project design process must include a detailed hydraulics study using
the City's water distribution computer model to determine any warranted modifications to water main sizes and
configuration. The current project estimate assumes replacement of the older cast iron water main.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1961 and 15-
inch reinforced concrete pipe installed in 1960. The south portion of the project area contains 8 -inch diameter VCP
installed in the 1958 and 1960. Approximately 25 percent of the sanitary sewer is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity.
The condition of the sanitary sewer system within the neighborhood is rated as fair. The current cost estimate
includes complete replacement of the sanitary sewer.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to the Mississippi River. Emerson Ave., Bryant Ave. and Camden Ave. have storm drainage systems that
flow to 70 Ave. and then to the Mississippi River. The trunk line on 70 Ave. consists of pipe ranging in size from
42 -inch to 66 -inch reinforced concrete pipe installed in 1960. The current project cost estimate assumes complete
reconstruction of the existing storm system in the project area. The condition of the trunk storm sewer pipe along 70
Avenue must be evaluated to determine the remaining service life. The project estimate includes complete storm
sewer replacement and construction of a stormwater pond located to the north of 70 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
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Firehouse Park Neighborhood Improvements
The Firehouse Park Neighborhood project area extends from r ( I L-- I� - III I 1 11 �
69 Avenue to Interstate 94 and from Humboldt Avenue to maw
Highway 252. Dupont Avenue and 65 Avenue are not MW z
included in the project area. The total project length is I a
21,456 feet. The neighborhood consists of approximately El
305 single family residential properties (Rl) and 14 multi-
family properties (R4 and R5).
a
Streets
67 Avenue is designated as a Municipal State Aid Route. i
The majority of the streets in the project area were originally
constructed between 1964 and 1967. Existing streets are
generally 30 feet wide with no curb and gutter. The street
pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is
poor. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and wrcm$70F ..
gutter to improve drainage and placement of bituminous
street pavement.
Water main
The existing water main in the project area is 6 -inch and 8 -inch diameter cast iron pipe installed between 1961
and 1969. In 1974, a 16 -inch diameter ductile iron water main was installed along 64 Ave. A majority of the
existing water main is believed to have a cement based internal liner. The corrosion rate within the project area
has not been thoroughly documented at this time. The current project estimate includes replacement of
approximately 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 65 Avenue, and then to the. Mississippi River. Runoff from the
portion of the project area north of 68 Avenue is conveyed to the trunk storm sewer line on 69 Avenue. The
current project cost assumes reconstruction and expansion of the residential storm sewer system, but does not
include replacement of the trunk storm sewer along 65 and 69 Avenues.
Project Summaries P a g e 124
2012 -2026 Capital Improvement Program
Interstate Neighborhood Improvements
The Interstate Neighborhood project area extends from Interstate 94 to 59
Avenue and from Dupont Avenue to Lyndale Avenue. The total project length
is 17,343 feet. The neighborhood consists of approximately 235 residential
properties (RI). ";_ I� ••.;
Z .
tt •,
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 _ I'
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 �r
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 - J::
to have a cement based internal liner. There is no history of water FJTi -h1 - ;7L7I- +;-- 1- .- -. --
main breaks in the project area. In 2019, the water main system will be in service for 50 to 55 years. Cast iron
water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer.
The current project estimate assumes complete replacement of the water main to facilitate the sanitary sewer
replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1960.
Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root
sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the
sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer
pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to the storm trunk line on 59 Avenue and then to the Mississippi River. Replacement of the trunk
storm sewer along 59 Avenue and an in -line water quality treatment device is proposed as part of the Aldrich
Neighborhood Street and Utility Improvement project. The current project cost estimate assumes complete
reconstruction of the storm drainage system within the neighborhood due to the need to increased capacity of
local storm sewers and the expansion of the system to address minor local flooding issues.
Project Summaries Page 125
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Logan, 59 and Lilac Drive Improvements
This project area includes Logan Avenue from
57` Avenue to Lilac Drive N, 59 from Lilac vN
Drive N to Dupont Avenue and Lilac Dr. N from W Y W
Logan Avenue to 59 Avenue. The total project
length is 3,761 feet. The neighborhood consists
of approximately 19 residential properties (R1 to A
R5) and 5 commercial zoned properties (Cl and
C2).
Streets
!RN Av£ N
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 Dr. 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 and Lilac Dr. is 10 -inch diameter cast iron pipe installed in 1965 and 16-
inch diameter cast iron main along 59"' Avenue installed in 1969. A majority of the existing water main is
believed to have a cement based internal liner. The corrosion rate within the project area has not been
thoroughly documented at this time. Utility records indicate that there has been one water main break along
Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to
determine the extent of water main replacement that is warranted. The current project estimate includes
replacement of water main along Logan Avenue and Lilac Drive only.
Sanitary Sewer
The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with cured -
in -place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement
for the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing trunk line along 59`
Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along Logan
Avenue to 57` Avenue. This line consists of 21" to 42" RCP installed in 1988. The current project cost
estimate assumes replacement of the corrugated metal pipe alone 59` Avenue as part of the scheduled
neighborhood improvements.
Project Summaries Page 126
2012 -2026 Capital Improvement Program
Grandview Park Neighborhood Improvements
The Grandview Park Neighborhood project area extends Interstate 694 to a
57` Avenue and from Logan Avenue to Dupont Avenue. The total a w Q "
project length is 28,821 feet. The neighborhood consists of
approximately 345 residential properties (R1) and 4 multi - family
properties (R6).
Streets
The majority of the streets in the project area were originally constructed '
between 1964 and 1969. Existing streets are generally 30 feet wide with
no curb and gutter. The street pavement is deteriorated throughout most
of the neighborhood. The overall pavement condition rating is fair to
poor. Proposed street improvements consist of the reconstruction of the
street subgrade, installation of curb and gutter to improve drainage and
placement of bituminous street pavement.
Water main
The existing water main in the north portion of the project area is 6 -inch and 8 -inch diameter cast iron pipe
installed between 1964 and 1969. A 16 -inch steel water main runs along Emerson Avenue from 57` to 59` A
majority of the existing water main is believed to have a cement based internal liner. Water records indicate two
main breaks have occurred within the neighborhood. The current project estimate includes replacement of
approximately 50 to 75 percent of the water main within the project area. The 16 -inch steel water main along
Emerson Avenue potently could be replaced with C900 plastic water main
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8 -inch diameter vitrified clay pipe (VCP)
installed in 1960 and 1963. Approximately 50 percent of the sanitary sewer is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. The
current project estimate includes replacement of approximately 50 to 75 percent of the sanitary sewer system
within the project area.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to the trunk storm sewer line on 59` Avenue and then to the Mississippi River. A portion of the
existing storm sewer system within the project area could be salvaged, although it is anticipated that expansion
of the system and additional conveyance capacity will be needed to minimize local flooding. The current
project cost estimate includes replacement of 75 percent of the local drainage system within the neighborhood.
Project Summaries P a g e 127
2012 -2026 Capital Improvement Program
1 0 M__ -_ -_ I
RESOLUTION NO. 2011 -183
Ryan Lake Industrial Park Improvements
The Ryan Lake project area includes Lilac Drive N from
48' Avenue to the dead end, 48' Avenue and Dusharm
Drive from Drew Avenue to the dead end and 47' Avenue,��'
from Drew Avenue to the dead end. The total project length
is 1,932 feet. The neighborhood consists of approximately 4E A
12 industrial properties and 3 multi - family properties (R5).
Streets I)TH AW N
The majority of the streets in the project area were originally
constructed in 1958 and 1960. The western portion of 47'
Avenue and Drew Avenue were reconstructed in 2002. The
western portion of 48 Avenue was reconstructed in 2005.
The retraining street sections are 25 to 40 feet wide with no curb and gutter. The street pavement is deteriorated
and in poor condition. Proposed street improvements consist of the reconstruction of the street subgrade,
installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main
The existing water main on Lilac Drive N and 48 "' Avenue consists of 10 -inch diameter cast iron pipe (CIP)
installed in 1958. The water main on 47' Avenue consists of 6 -inch cast iron pipe installed in 1960. The
current project estimate assumes complete replacement of the water train in the project area. The cost estimate
also includes the cost of jacking new water main under the railroad tracks from Dusharm Drive to 49 Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1960.
The sanitary sewer along 47' Avenue and 48 Avenue is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition
of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all
sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system and
conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along Highway 100.
The current project cost estimate assumes reconstruction of all of the existing storm sewer system. The cost
estimate also includes installation of a small storm water management pond at the intersection of 48' Avenue
and Dusharm Drive within City owned property adjacent to Ryan Lake.
Project Summaries P a g e 128
2012 -2026 Capital Improvement Program
Northwest Area Mill and Overlay Improvements
The Northwest project area extends from Toledo Avenue r
east to Perry Avenue and from 71 Avenue south to 69
Avenue. The total project length is 6,819 feet. The
neighborhood consists of 124 residential properties (RI)
and two school owned properties.
71sT
72SI AVE
Streets `y
The streets in the project area were reconstructed in J -VV
- 1994. The streets are 30 feet wide with concrete curb
and gutter. The current cost estimate assumes street '°r" Or "
improvements that consist of minor concrete repairs and _ a 2 inch mill and overlay.
esrN_iv[ N
Water main
When the neighborhood was reconstructed in 1994,
approximately 65 percent of the water main was replaced with 6 -inch diameter ductile iron pipe. The remaining
water main consists of 6 -inch diameter cast iron pipe installed in 1955. The current project cost estimate
includes minor water main repairs.
Sanitary Sewer
When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced with 8-
inch and 10 -inch diameter poly vinyl chloride (PVC). The 'remaining sanitary sewer consists of 8 -inch vitrified
clay pipe (VCP) installed in 1956. The current project cost estimate includes minor sanitary sewer repairs.
Storm Sewer
The storm water runoff from the project area is collected in stormwater 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.
Project Summaries P a g e 129
2012 -2026 Capital Improvement Program
I
RESOLUTION NO. 2011 -183
51" Avenue North Improvements (west of France Avenue)
The 51 Avenue project area extends from 185 feet south of
The
Oak Street on Twin Lake Blvd E to France Avenue.
total project length is 1,171 feet. The neighborhood consists
I
of approximately 25 residential properties.
p q _
Streets _
The 51 Avenue project area was originally constructed in
1990. The existing street is 30 feet wide with concrete curb
and gutter. After the year 2023 the pavement will have ,,, ,N r r I E
exceeded the expected service cycle. Proposed street .. _ L sr (J _
improvements consist of reconstruction of the bituminous
street pavement and replacement of the concrete curb and °�� _ !_ —_ s,,,,, nvc u '
gutter as necessary. ) I �T�
1 1�I ,
Water Main
The existing water main in the 51 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. Water main repairs should be
limited to the replacement of miscellaneous valve and hydrants based on current conditions.
Sanitary Sewer
The sanitary sewer in the 51 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 on sanitary sewer castings only.
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 51" 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.
Project Summaries P a g e 30
2012 -2026 Capital Improvement Program
53 Avenue Neighborhood Improvements
The 53` Avenue project area C —
extends on 53` Avenue from Penn
Avenue to 0 Street N. The project
area also includes James and Knox i
between 55 Avenue and 53`
5 C r
Avenue, and 54 Avenue between ;
Logan Avenue and Irving Avenue.
The project area includes a total of
9,426 feet of local streets. The i -
neighborhood consists of
approximately 100 residential properties.
Streets
53` Avenue is designated as a Municipal State Aid Route. 53` Avenue is also the border between Brooklyn
Center and Minneapolis. The north portion of 53` Avenue is maintained by Brooklyn Center and the south
portion is maintained by Minneapolis. The existing streets in the project area are 30 to 32 feet wide with
concrete curb and gutter. 53` Avenue was constructed in 1985, and Knox, James and 54 Avenues were
constructed in 1994. 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 on 53`
Avenue. Proposed improvements for the remaining areas consist of new street pavement and replacement of
isolated sections of concrete curb and gutter as necessary.
Water Main
The existing watermain on 53 Avenue is 6 -inch diameter cast iron pipe (CIP) installed between 1965 and 1969.
The existing watermain in the remainder of the project area is 6 -inch diameter ductile iron pipe (DIP) installed
in 1994. 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 53` Avenue. No water main replacement
is anticipated in the remaining project area. 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 the Minneapolis Water Utility to discuss this potential emergency connection.
Sanitary Sewer
The sanitary sewer on 53` Avenue consists of 8 -inch and 9 -inch diameter vitrified clay pipe (VCP) installed
between 1952 and 1959. The sanitary sewer in the remainder of 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 fair. The current project cost estimate includes sanitary sewer replacement on 53`
Avenue. The remainder of the project area 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 55` Avenue
and is conveyed to the Mississippi River. The storm sewer on 53` consists of 12 -inch diameter to 15 -inch
diameter reinforce concrete pipe installed between 1952 and 1979. The storm sewer on the remainder of the
project consists of 12 -inch diameter to 18 -inch diameter reinforced concrete pipe installed in 1994. The current
project cost estimate includes replacement of 50 percent of the storm sewer laterals and structure on 53`
Avenue. Replacement of storm sewer castings is anticipated in the remainder of the project area.
Project Summaries P a g e 131
2012 -2026 Capital Improvement Program
I
0 1 -
RESOLUTION NO. 2011 -183
Lyndale Avenue Neighborhood Improvements
The Lyndale Avenue project area extents from 57` Avenue to
55` Avenue and includes the 56` Avenue and 55` Avenue
cul -de -sacs. The current project length is 1,905 feet. The
neighborhood consists of 11 residential properties (R2 and
R4).
uissesPa�
Streets
The streets in the project area were constructed in 1985. The EE
existing streets area 30 feet wide with concrete curb and
gutter. Proposed improvements include 20 percent curb
replacement and installation of new street pavement. 55TH AVE N
2
Water Main \
The existing water main in the project area consists of 6 -inch _ \
diameter ductile iron pipe (DIP) installed in 1978 and 1985.
D �
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. s
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 55` 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 55`
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.
Project Summaries P a g e 132
2012 -2026 Capital Improvement Program
Woodbine Neighborhood Improvements
The Woodbine Neighborhood project area _ .._- - rT
extends from Brooklyn Blvd to France Avenue
and from the north City limits to 71 Avenue. i =._ T -- , ,
The project area contains a total of 15,525 linear I ' waccevK u H i _ „a, , k
I
jL i II � h t
feet of local streets. The neighborhood consists of -
,i 77F .�Sf •
approximately 248 residential properties.
Streets
Noble Avenue from Brooklyn Blvd to the north _ L . - _ i — � , 1
City limits is a designate Municipal State Aid 7,5 „ . '" i'
.w. �i. * � �._ — i i ns: aver
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 Neighborhood consists of 6 -inch and 8 -inch diameter cast iron pipe
(CIP) 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.
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.
Project Summaries Page 133
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Humboldt Avenue North Improvements
The Humboldt Avenue North project area extends from 69 Avenue to the
north City limits. The project area contains a total of 2,618 linear feet of
local streets. The neighborhood consists of approximately 38 residential
properties (R1), 3 R5 properties, and 2 commercial (C2) properties.
Streets
This segment of roadway is designated as a Municipal State Aid Route.
This section of Humboldt Avenue was reconstructed in 1995. The existing N v
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 x
traffic. The current cost estimate assumes street improvements that consist z
of approximately 25 percent curb replacement, 10 percent sidewalk Im `
replacement, and full depth pavement replacement. x
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 SII69TH AVE "
of 25 percent of the water main and replacement of all hydrants and valve.
Sanitary Sewer
When 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 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.
Project Summaries Page 134
2012 -2026 Capital Improvement Program
Orchard Lane East Improvements
The Orchard Lane East project area extends from Perry
Avenue to Brooklyn Blvd and Interstate 94 to 63 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. - - AL
Streets The Orchard Lane East area was reconstructed in 1996. The
streets are generally 30 feet wide with concrete curb and
gutter. The current cost estimate assumes street -' ' _ 1 - t r
improvements that consist of approximately 50 percent curb
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 (CIP) 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` 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.
Project Summaries Page 135
2012 -2026 Capital Improvement Program
i
11 0 �
RESOLUTION NO. 2011 -183
69 Avenue North Improvements
- E3
_
_ti!�
x:78
The 69 Avenue North project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project
area contains a total of 6,902 linear feet of local streets. The neighborhood consists of approximately 30
residential properties (R1), 1 R3 property, 5 R5 properties, 6 industrial (I1) and 5 commercial (C2) properties.
Streets
This segment of roadway is designated as a Municipal State Aid Route. This section of 69 "' 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 approximately 60 percent curb replacement,
10 percent sidewalk replacement, and full depth pavement replacement.
Water main
The existing water main in the 69 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
replacement of the existing CIP water main.
Sanitary Sewer
The sanitary sewer on 69 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 complete replacement of the existing sanitary sewer.
Storm Sewer
The existing storm sewer on the west half of the 69 Avenue project consists of 15 -inch to 18 -inch diameter
reinforced concrete pipe (RCP) that drains to Shingle Creek. The east half of the 69 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 69 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 replacing structure castings
and isolated pipe laterals as necessary within the project area.
Project Summaries Page 136
2012 -2026 Capital Improvement Program
Orchard Lane West Improvements
The Orchard Lane West project area extends from Unity Avenue to
-
Perry Avenue and Interstate 94 to 61" Avenue. The project area -
=
contains a total of 25,702 linear feet of local streets. The -
neighborhood consists of approximately 509 residential properties, one 1!
church property and one school property.i
Streets --
The Orchard Lane West area was reconstructed in 1997. The streets
are generally 30 feet wide with concrete curb and gutter. The current
cost estimate assumes street improvements that consist of I
approximately 50 percent curb replacement, 20 percent sidewalk I
replacement, 50 percent driveway apron replacement and full depth
pavement replacement.
Water main
Approximately 99 percent of the water main in the Orchard Lane West n
area was replaced with ductile iron pipe (DIP) in 1997 when the
neighborhood was reconstructed. The remaining water main in the ""O '
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 of the sanitary sewer in the project area was replaced with poly -vinyl chloride (PVC)
when the neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8 -inch diameter
and 10 -inch diameter vitrified clay pipe (VCP) installed between 1955 and 1958. The current project cost
estimate includes replacement of the existing VCP sanitary sewer.
Storm Sewer
The storm sewer north of 63 Avenue in the Orchard Lane East 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 Avenue drain to the storm water pond at 63 Avenue and Perry Avenue. This storm sewer consists of 12-
inch to 36 -inch diameter pipe. A 27 -inch RCP storm line installed in 1958 remains on Woodbine Lane, and a
15 -inch RCP storm line installed in 1965 remains on Scott Avenue. The current project cost estimate includes
replacement of the storm sewer installed in 1958 a 1965 and replacement of storm laterals as needed for
sanitary sewer replacement.
Project Summaries page 137
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Meadowlark Gardens Improvements
The Meadowlark Gardens project area extends ;-
on Logan Avenue from 53 Avenue to 57` -
Avenue, on Knox and James from 55 Avenue
to 57 Avenue, and on 55 Avenue and 56'
Avenue from Morgan Avenue to Irvin
g g
Avenue. The project area also includes 57`
Avenue from Humboldt Avenue to the
Interstate 94 bridge. The project area contains
a total of 10,150 linear feet of local streets. The
neighborhood consists of approximately 162 -
residential properties, two multi - family ! '
properties and two commercial properties.
Streets
Logan Avenue and 57` Avenue are designated as Municipal State Aid Routes. The Meadowlark Gardens
project area was last reconstructed in 1996. 57 Avenue is 30 feet wide, Logan Avenue is 32 feet wide and the
remaining streets are 30 feet wide. All streets in the project are have concrete curb and gutter. The current
cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20
percent sidewalk replacement, 25 percent driveway apron replacement and full depth pavement replacement.
Water main
Approximately 80 percent of the water main in the Orchard Lane West 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 55 Avenue installed in 1952.
The storm sewer on James Avenue and to the west drains to the trunk line on 55 Avenue and then to the
Mississippi River. This storm sewer consists of 15 -inch to 44 -inch diameter pipe. The storm sewer on 57
Avenue drains to the trunk line on 59' 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.
Project summaries Page 138
2012 -2026 Capital Improvement Program
53 Avenue and Xerxes Avenue Street Improvements
53 rd Avenue extends from Xerxes Avenue to Upton
i LiW OR N,,._ -
Avenue and Xerxes Avenue extends from 51 51 Avenue to
53 rd Avenue. The project area contains a total of 2,028 5380 AVE N GTY OF BROOKLYN CENTER
linear feet of local streets. The neighborhood consists of - -- crry of NINNEWOUS'( ""
22 residential properties and one multi - family (115)
property.
y
Streets _H 52ND AVE N
This project area was most recently reconstructed in 1996 x
by the City of Minneapolis. 53 d Avenue and Xerxes_ z
Avenue are the border between Brooklyn Center and Z - d
Minneapolis. The north portion of 53 rd Avenue and the 51st AVE N
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 2 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 53 rd Avenue t area consists of 6 -inch diameter cast iron pipe (CIP) installed in 1973.
Records indicate that there have been no water main breaks in the area. The water main is in good condition
based on current maintenance records. The water main on Xerxes Avenue is owned and maintained by the City
of Minneapolis. The current project cost estimate includes no sanitary sewer replacement.
Sanitary Sewer
There is no sanitary sewer on 53 rd Avenue. The existing sanitary sewer on Xerxes Avenue is owned and
maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer
replacement.
Storm Sewer
The storm sewer in the project area consists of 10 -inch poly -vinyl chloride (PVC) pipe that flows to storm water
ponds located south of 53 rd Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the
area was last reconstructed. The current project cost estimate includes no storm sewer replacement.
I
IC I
Project Summaries P a g e 39
2012 -2026 Capital Improvement Program
I
I
RESOLUTION NO. 2011 -183
Miscellaneous Water Main and Sanitary Sewer Improvements
18" Trunk Sanitary Sewer Replacement — Shingle Creek Crossing
A 231 -foot section of existing gravity sanitary sewer pipe was televised in 2011 as part of the
redevelopment process of the Shingle Creek Crossing development. This section of 18 -inch diameter
reinforced concrete pipe has deteriorated on the interior and the metal reinforcement is exposed. The
project includes complete replacement of the segment of pipe. A similar, adjacent section of pipe is being
replaced by the developer as it is being relocated to accommodate the proposed development.
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 69 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.
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.
Water Tower No.1 Painting
Water Tower No 1, a 500,000 gallon elevated storage tank located at 69` 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.
Project Summaries Page 140
2012 -2026 Capital Improvement Program
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.
Lift Station No.1 Wet Well Rehabilitation Improvements
The existing lift station was installed in 1996. Proposed rehabilitation includes pump replacement,
miscellaneous appurtenance replacement, and wet well reconfiguration to aid in self - cleaning.
Street Light and Traffic Signal Improvements
Earl Brown and Opportunity Area Street Light Replacement
The 37 street lights located within the Earl Brown/Opportunity Site area along a portion of Shingle Creek
Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life
expectancy of this lighting system is approximately 30 years. The City has one remaining replacement pole
and luminaire that matches the existing system, and matching luminaires are no longer available from
suppliers. The existing system is generally rated in fair to severe shape with increasing maintenance costs.
In recent years, two of the poles have actually fallen over, most likely attributed to structural failure. The
project includes replacement of the existing roadway street lighting system with a new, advanced system
using current technology.
Traffic Signal System Replacement at 66 Avenue and TH 252
The existing traffic signal system at the intersection of 66 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 ccld 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 Page 141
2012 -2026 Capital Improvement Program
I
RESOLUTION NO. 2011 -183
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 12 -002
Pond 12 -002 is located within the west central portion of the golf course. The basin receives runoff from
approximately 400 acres within the southwest portion of the City. Pond deficiencies noted during the
inspection include, shoreline erosion along the eastern portion of the pond; an erosion channel that has cut
through the berm separating pond 12 -002 from pond 12 -003; and a large volume of accumulated sediments
within the pond. Proposed improvements consist of repairing erosion areas and removal of a portion of the
accumulated sediment.
Storm Water Pond 12 -003
Pond 12 -002 is located within the west central portion of the golf course and includes a concrete headwall
structure connecting Ponds 12 -002, 12 -003 and 12 -004. The basin receives runoff from approximately 400
acres within the southwest portion of the City, the same drainage area as 12 -002. Pond deficiencies noted
during the inspection include shoreline erosion along the north and east sides of the pond. The concrete
headwall structure is filling with sediment with an average of one foot of sediment in the trench and three
feet of sediment near the weir outlet. Proposed improvements consist of repairing erosion areas, removal
of sediment from the headwall trench and near the outlets of the headwall structure.
Storm Water Pond 12 -004
Pond 12 -004 is located within the northern portion of the golf course. The basin receives runoff from the
Brookdale Shopping Center. The pond has lost approximately 20 percent of the wet volume due to
sediment accumulation over the first 8 years of operation. By the year 2016, the pond is expected to loose
approximately 45 percent of the wet volume due to sediment accumulation. Proposed work consists of the
removal of accumulated sediments to restore the water quality treatment function of the storm water pond.
Project Summaries Page 142
2012 -2026 Capital Improvement Program
Storm Water Pond 12 -005
Pond 12 -005 receives runoff from the upstream ponds 12 -002 and 12 -004. The condition survey revealed
that an excessive volume of sediment has accumulated in the pond and has decreased the wet storage
volume necessary to provide water quality treatment. The proposed work consists of removing the
accumulated sediment.
Storm Water Pond 18 -001
Pond 18 -001 is located northwest of Northport Park. The pond receives runoff from approximately 120
acres of upstream drainage area. This basin has filled with an extensive amount of sediment over the past
40 to 50 years. A majority of this basin is likely classified as jurisdictional wetland under the Wetland
Conservation Act. However, the basin has lost many of the wetland values due to the accumulation of
sediment. The proposed project consists of excavating sediment from the basin to restore the flow capacity
through the wetland and restore a wet pool volume with an average depth of 2 to 3 feet in the central part of
the wetland. Fringe areas would be restored with native wetland species.
Storm Water Pond 46 -001
Pond 46 -001 is located within the northern portion of Orchard Lane Park. The pond receives runoff from
approximately 60 acres of residential development located west of Orchard Lane Park and approximately
50 acres located north of Interstate 94/694. The pond is was originally design as a detention basin without
wet volume to provide additional water quality benefit. The proposed improvements consist of excavating
wet storage volume below the invert of the outlet pipe to increase the water quality treatment performance
of the basin.
Storm Water Pond 50 -001
Pond 50 -001 is located within Cahlander Park. The pond receives runoff from approximately 230 acres of
upstream residential development. Due to the large watershed to pond area ratio, this pond is subject to
higher rates of sediment accumulation and potential erosion issues. Traces of hydrocarbon pollutants were
noted in the sediment during the most recent site inspection. The proposed project consists of dredging and
properly disposing of sediment from the pond and repairs to various shoreline erosion issues.
Storm Water Pond 60 -001
Pond 60 -001 is located west of Xerxes Avenue and south of Brooklyn Drive within Central Park. The pond
receives runoff from approximately 85 acres of upstream residential development. This pond was
constructed in 2003. By 2013, preliminary estimates indicate that approximately 30 to 40 percent of the
wet volume will be lost due to sediment accumulation. The proposed work consists of removal of sediment
and installation of a skimmer structure to enhance the water quality treatment performance of the pond.
Park and Trail Improvements
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.
Evergreen Park Fence and Tennis Court Reconstruction
Proposed construction includes replacement of the soccer field fence and gate, replacement of the baseball
and softball outfield fences and resurfacing the tennis courts within Evergreen Park.
Project Summaries P a g e 143
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Evergreen Athletic Field Lighting Replacement
Proposed construction includes replacement of the elevated outdoor lighting system for the athletic fields
located within Evergreen Park. This project includes replacement of the existing lighting system. The
project does not include substantial expansion of the current lighting system.
Orchard Lane Open Picnic Shelter & Park Improvements
Proposed construction activities include the replacement of the existing shelter building with a small picnic
shelter and installation of one security light. The picnic shelter structure would be similar in design to the
open picnic shelters located within Willow Lane Park and Riverdale Park. Other park improvements
include miscellaneous amenities (drinking fountain, picnic tables, benches), and trail and parking lot
pavement improvements as warranted.
Northport Park Building
Proposed construction activities include the replacement of the existing shelter building. The new structure
is scheduled to include picnic facilities, one unisex restroom and a small utility area. The new shelter will
be consistent with the park building constructed in Kylawn Park in 2007/2008.
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway Park
and Willow Lane Park.
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 Improvements
Proposed construction includes replacement of the trail system within Willow Lane Park. An eight foot
wide trail section is proposed.
Baseball Fence Replacement
Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake Park
and the replacement of the line and outfield fences at Northport Park.
Freeway Park Trail Improvements
Proposed construction includes replacement of the trail system within Freeway Park. An eight foot wide
trail section is proposed.
Lions Park Trail Improvements
Proposed construction includes replacement of the trail system within Lions Park. Parallel biking and
walking trails would be removed and replaced with a single ten foot wide trail section.
Evergreen Park Trail Improvements
Proposed construction includes replacement of the bituminous trail within Evergreen Park. Replacement of
the trail along 70` Avenue is not part of the project. An eight foot wide trail section is proposed.
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing City entrance signs and cedar fences surrounding the
signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park borders.
Project Summaries Page 144
2012 -2026 Capital Improvement Program
69 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.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73
Avenue to 66`" Avenue. A ten foot wide trail section is proposed.
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, 69` Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway,
53r Avenue (Belview area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed
rehabilitation estimate includes rehabilitation of the Evergreen Park and the 69 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.
Project Summaries Page 145
2012 -2026 Capital Improvement Program
RESOLUTION NO. 2011 -183
Miscellaneous Projects and Improvements
Freeway Boulevard and Shingle Creek Parkway Intersection Improvements
The intersection was identified in a traffic impact study performed for the FBI site as needing
improvements to accommodate the increased traffic once the FBI site is occupied. Improvements include
converting and/or constructing a dual left turn lane (eastbound to southbound), interconnecting the signal
system with the adjacent signal systems and optimizing the operation of the system.
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. There 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 1 -94 to the southerly City limits (49 Avenue) is a Hennepin County roadway
(County Road 152) under their jurisdiction. The County has a portion of Brooklyn Boulevard from 1 -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 and City
funding.
Project Summaries Page 146
2012 -2026 Capital Improvement Program