HomeMy WebLinkAbout2009 11-16 CCP Joint Work Session with Financial Commission AGENDA
CITY COUNCIL/FINANCIAL COMMISSION JOINT WORK SESSION
November 16, 2009
6:30 P.M.
Council Chambers
City Hall
1. Call to Order
2. Review of the following Budgets Documents:
a. Capital Improvement Program
b. Capital Improvement Fund
c. MSA Construction Fund
d. Infrastructure Construction Fund
e. EBHC Capital Project Funds
f. Street Reconstruction Fund
g. Technology Fund
h. Central Garage Operations Fund
3. Remaining Budget Schedule
a. Budget Hearing November 30, 2009
b. Budget Adoption December 14, 2009
4. Adjourn
EARLE BROWN HERITAGE CENTER
2006 -2035 CAPITAL IMPROVEMENT PLAN (revised August 20, 2009)
(In date order with yearly totals with values primarily at 2007 costs)
(Years 20D8 -2008 in actual completed project numbers)
Acquisition Acquisition Estimated Acquisition or
Capital Item Year Cost Useful Life Replacement Year Estimated Cost
Replace Garden City carnet 1 19991 1 61 20061 21,238 1
Add double combi oven New 1 1 151 20061 37,403 1
Replace Admin Office carpet I 19891 I 101 20061 10,000 1
Replace Harvest/Lobbv /Hall carnet I 19991 I 71 20061 22,135 1 90,776
I I I I I 1
Document Imaginq System INew I 1 I 20071 14,341 I
Captain's/Estate/Loft Carpet 1 20001 15,000 1 71 20071 20,479 1
Sealcoat both East parkinq lots I 19991 I 81 20071 20,029 1 54,849
I 1 I 1 1 1
Rotunda roof CH metalwork 1 19891 1 201 20081 2,500 1(insurance)
Energy Management. System (HVAC) I 19991 15,500 1 101 20081 49,300 1
Water Tower Rehab 1 19901 1 201 20081 79,523 1
Compactor 1 19901 11.375 1 201 20081 18,930 1
Inn Conversation to Mtg /Comm Office I 19891 1 1 20081$ 78,947 1
Main large marauee +electronics 1 19891 I 191 20081 30,118 1 259,318
I I 1 I I I
Replace S Camaqe Hall door/windows 1 19891 I I Jul -091 45,000 1
1 CH Wall Panels f 19891 72,000 1 151 Jul -091 20,000 1
1 Replace D Barn roof I 19891 1 201 Mav -091 24,000 1
Phone System 1 19981 32,000 1 101 May -091 40,000 1 129,000
I I I I I I
Replace chiller 1 19891 1 201 20101 140,000 1
Electronic Reader Boards (in out) INew I I 1 20101 128,000 1
1 Facility Security System INew I I 10, Aug -091 35,000 1
Replace Harvest/Blacksmith roof 1 19901 1 201 20101 30,000 1
Replace Stable Roof 1 19901 I 201 20101$ 33,000 I S 366,000
Carriage Hall carpet 1 20051 50,000 1 61 20111 70,000 I
Replace combi oven 1 19901 14,165 1 151 20111$ 40,000 1
CH divider wall (repaidreDlace) 1 19891 1 201 20111 35,000 1
Replace one boiler (Covention Center) 1 19891 1 141 20111 15,000 1
Replace one boiler (Inn) 1 19891 1 201 20111 10,000
1 Tack/Morgan/Hall caroet 1 20041 15,000 1 71 20111 30,000 1 200,000
1 1 1 I 1 1 1
1 Hippodrome roof (eodm) I 19901 91,575 20-301 20121 100,000 1
Replace Garden City carpet' I 20061 I 61 20121 35,000 1 135,000
I I I I 1 1
Replace Harvest/Lobby/Hall carnet I 20061 20,000 I 71 20131 45,000 I
Sealcoat original lot 1 19891 I 81 20131 20,000 1
Replace Inn roofs 1 19891 1 20-251 20131 45,000 1 110,000
I I I I I I
Add kitchen walk -in cooler 1 19901 3,664 1 1 20141 30,000 I
Captain's/Estate/Loft Caroet 1 20071 18,000 I 71 20141 25.000 1
Replace Harvest divider walls 1 19991 I 151 20141 20,000 1
Replace staging 1 19901 19,925 I 151 20141 38,000 1 113,000
I I I I I I
Parking lot mill and oveda I (East lots) I 19991 I 161 20151 70,000 1 70,000
I 1$ I 1 20161$ 1$
1 1 I I I I 1
Carriage Hall carpet 1 20111 50,000 I 61 20171 50,000 1 50,000
I I I I I I
Tack/Morgan/Hall carnet I 20111 15,000 1 71 20181 30,000 1 30,000
I I I I I I
Replace Garden City carpet I 20121 I 71 20191 35,000 1 35,000
I I I I I I
Main kitchen dishwasher I 20051 75.000 I 151 20201 75,000 1
Replace Harvest/Lobbv /Hall carpet 1 20131$ 40.000 1 71 20201 50,000 I
Man Lift 1 20051 15,000 1 151 20201 15,000 1 140,000
Acquisition Acquisition Estimated Acquisition or
Capital Item Year Cost Useful Life Replacement Year Estimated Cost
1 I I I I I
Parkinq lot mill and overlay 1 20051 70,000 1 161 20211 70,000 I
Replace Admin Office carpet I 20061 18.000 1 151 20211 23,000 I
Mill overlay original parking lot I 20131 15,000 1 01 20211 70,000 1 163,000
I I 1 I I I
Replace one boiler l 20071 15,000 1 151 20221 15,000 1 15,000
I I I I I
Carriage Hall carpet I 20171 50,000 1 61 20231 50,000 1
Sealcoat both East parkin lots 1 20151 15,000 1 81 20231 15,000 1 65,000
I I I I I I
1 I I 20241$ 1$
I I I I
Tack/MorpanlHall carpet
20181 15,000 1 71 20251 15,000 1 85,000
I I I I I 1
Replace Garden City carpet 20191 30,000 1 71 20261 30,000 1 30,000
1 1 1 1 1 I
Replace Harvest/Lobbv/Hall carpet I 20201 40,000 1 71 20271 40,000 I 40,000
I I I 1 I I
Captain's/Estate/Loft Carpet I 20211 18,000 1 71 20281 30,000 1 30,000
I I I I I I
Carriage Hall carpet 1 20231 50.000 1 61 20291 50,000 1 50,000
I I I I I I
1 1 I I 20301 I$
"�ri'�ibt�
I I I 20311 I
1 I I 1 I I
Tack/Morgan/Hall carpet 1 20251 15,000 1 71 20321 15.000 1 15,000
I I 1 I I I
Garden City carpet 1 20261 30,000 I 71 20331 30,000 1
Replace one boiler 1 20181 10,000 1 151 20331 15,000 1 45,000
1 1 1 1 1 1
Harvest /Lobbv /Hall carpet 1 20271 40,000 I 71 20341 40,000 1 40,000
I I I I I I
Captain's/Estate /Loft carpet 1 20281 30,000 1 71 20351 30,000 1 30
`Originally scheduled replacement for Garden City Carpet was to have been 2005.
This report encompasses all anticipated capital expenditures (items exceeding $10,000) from 2006 -2035.
All dollar amounts are shown in 2007 dollars, with appropriate yearly increases projected where possible.
H:Admin/ReportslM Aliple Year Capital Plan Date Order Revised 820/2009
City of Brooklyn Center
EBHC Capital Projects Fund
Actual Actual Estimated Proposed Projected Projected Projected Projected Projected
2007 2008 2009 2010 2011 2012 2013 2014 2015
Revenues
Transfer from EBHC Operation: 230,000 235 100,000 100,000 100,000 100,000 100,000 100,000 100,000
Misc. Operating
Misc. Non- operating 16,186 165,045 112,300 104,296 2,841 1,966 1,669 1,594 1,491
Total Revenues 246,186 400,045 212,300 204,296 102,841 101,966 101,669 101,594 101,491
Expenditures
Personal Services
Supplies
Services 40,508 62,810 6,249
Depreciation
Debt Service
Total Expenditures 40,508 62,810 6,249
Capital Outlay 43,634 326,415 141,538 366,000 200,000 135,000 110,000 113,000 70,000
Total Cash Requirement 84,142 389,225 147,787 366,000 200,000 135,000 110,000 113,000 70,000
Beginning Cash Balance 260,864 422,494 466,299 477,348 315,644 218,485 185,451 177,120 165,714
Changes in Assets /Liabilities (414) 32,985 (53,464)
Revenues 246,186 400,045 212,300 204,296 102,841 101,966 101,669 101,594 101,491
Expenditures (84,142) (389,225) (147,787) (366,000) (200,000) (135,000) (110,000) (113,000) (70,000)
Depreciation Add -Back
Ending Cash Balance 422,494 466,299 477,348 315,644 218,485 185,451 177,120 165,714 197,206
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
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City of Brook yn Center
2010 2024 Capital Improvement Plan
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City of Brook(yn Center
2010 CAPITAL IMPROVEMENT PROGRAM
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PROFILE
The 2010 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 2010 -2024 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 $97 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 and force mains.
Street Improvements
Street improvements include reconstruction of neighborhood streets and reconstruction of arterial and collector
streets. Proposed improvements include the installation or reconstruction of curb and gutter along public
roadways. As noted earlier, street improvements are often accompanied by replacement of public utilities.
Park Improvements
Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting
and other facilities that enhance general park appearance and increase park usage by providing recreational
facilities that meet community needs.
CIP (2010 2024)
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 the accompanying
chart. Major funding sources are described below.
Public Utility Funds
Customers are billed for services provided by the City's water, sanitary sewer, storm sewer, and street lighting
public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure
that equipment and facilities are replaced to maintain basic utility services. Annually the City Council
evaluates the needs of each public utility system and establishes rates for each system to meet those needs.
Capital 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 $750,000 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. 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 (2010 2024) 1' <i e 2
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TABLE 1. 2010 Capital Improvement Program Summary by Funding Source
Total Funding Average Annual Percent of
Need 2010 -2024 Funding Need Total Need
Water Utility $14,745,830 $983,055 15%
Sanitary Sewer Utility $12,098,940 $806,596 12%
Storm Drainage Utility $15,866,180 $1,057,745 16%
Street Lighting Utility $981,700 $65,447 1%
Municipal State Aid $8,997,591 $599,839 9%
Street Reconstruction Fund $12,645,717 $843,048 13%
Capital Projects Fund $2,372,000 $158,133 2%
Special Assessment Collections $18,236,192 $1,215,746 19%
Other Funding Sources $5,560,000 $370,667 6%
Funds To Be Determined $5,767,000 $384,467 6%
TOTAL $97,271,150 $6,484,7431 100%
Table 2.2010 Capital Improvement Program Overview of Project and Funding Sources. Annual
breakdowns for each project year are accompanied by a brief description of each project.
Capital Improvement Program by Funding Source
Funds To Be
Other Funding
g etermined 6
Sources, es, 6%
ter Utility,15%
Specil Sanitary
Assessments
Sewer, 12 /o
19%
.F.
j Storm Drainage,
Street 16%
Reconstruction,
Capital 13%
Projects, 2%
MSA, 9%
Street Light, 1%
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CIP (2010 2024) P a g e 3
CIP PROJECTAREAS
2010-2017
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Project and Proposed Reconstruction Year:
Complete (64 miles 61
Dupont Avenue -2010
Twin Lake N/ Lakeside Neighborhood 2010
Vincent Neighborhood -2010
Logan Neighborhood 2011
�SNngle Creek Pkwy 2011
41111111111111111M Unity Avenue 2011
i L East Palmer Lake Neighborhood -2012
4011111111111+` Kylawn Park Neighborhood 2013
Wangstad Park Neighborhood 2014
41111111111111111163rtl Avenue Reconstruction 2015
Freeway Park Neighborhood -2015
Freeway Blvd West Reconstruction 2016
X (yo! Palmer Lake West Neighborhood -2016
KLYN TER Evergreen Neighborhood 2017
November 2009
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Table 2
Capital Improvement Program (2010 2024)
DRAFT October 20, 2010
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
2010
(Dupont Avenue Reconstruction $900,000 $0 1 $1,080,000 1 $737,000 1 $456.000 1 $504,000 1 $30,000 1 $0 1 $0 1 1 $0 1 $3,707,0001.
(Twin Lake North Lakeside Neighborhood $904.000 1 $1,305.000 1 $77,000 1 $1,108,000 $970,000 $902,000 $53,000 I $0 $0 1 $0 $5,319,000
(Vincent Neighborhood $82,000 1 $198,000 1 $0 $100,000 $84,000 $130.000 $0 I $0 $0 I $0 $594,000
Arboretum South Parking Lot Reconstruction $0 $0 1 $0 $0 $0 $0 $o 1 $30,000 $o 1 1 $o I $30,00q
Wetland 639W participation with SCWMC $0 $0 I $0 $165,800 $0 $0 $0 I $0 $o 1 1 $0 1 $165,8001
(Storm Water Ponds 12 -002 12 -003 Dredging 1 $0 $0 1 $0 1 $120,000 1 $0 $0 $o $0 1 $o 1 I $0 1 $120,0001
(Shingle Creek Stream Bank Stabilization (CR 10 to 1 -94)1 $o 1 $0 1 $0 I $0 1 $0 $0 $o $0 1 $520,000 1(1) $0 1 $520,000,
1Capital Maintenance Building Program 2010 1 $0 I $0 1 $o I $0 $22,000 $44,000 $o $0 $0 1 $195.000 1 $261.0001
Willow Lane Open Picnic Shelter Park Improvements $0 $0 1 $o $0 $0 $0 $o $70,000 $0 I $0 1 $70.000
(Grandview Park Trail $0 $0 1 $o $0 1 $0 $0 1 $0 1 $37,000 1 $0 1 1 $0 1 $37.000(
1Kylawn and Firehouse Parks Trail Rehab. $0 1 $0 1 $0 $0 1 $0 $0 1 $0 1 $62,000 1 $0 1 1 $0 1 $62.0001
1Bass Lake Road Streetscape Regional Trail $0 $0 1 $0 $0 1 $0 $0 1 $0 1 1 $5,040,000 1(2)1 $0 I $5,040,000.
2010 Subtotal $1,886,000 $1,503,000 $1.157.000 $2,230,800 $1,532,000 $1,580,000 $83,000 $199,000 $5,560,000 $195,000 $15,925,8001
Notes: (1) Watershed Funding ($130.000): Hennepin County Grant submittal ($130,000); City TIF District 3 ($260,000)
(2) 2009 ARRA Federal Stimulus Funding ($2,000,000); Henneping County ($798,500); Three Rivers Park District ($434,000); City TIF District 3 ($1,807.500)
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2011
1Logan Neighborhood Reconstruction $972,000 1 $906,000 $0 $873,000 1 $395,000 1 $720.000 1 $54,000 1 $0 1 $0 $0 1 $3.920,0001
Shingle Creek Pkwy Street Improvement $0 1 $0 $600,000 $30,000 1 $0 1 $34,200 1 $o $0 1 $0 1 $0 I $664,2001
Lift Station No. 9 Force Main Replacement $0 1 $0 $o $0 1 $415,000 $0 1 $0 1 $0 $0 1 $0 1 $415,0001'
Emer Generator Replacement for Lift Station No. 2 $0 1 $0 $0 $0 1 $60,900 $0 $0 I $0 $0 $0 1 $60,90C
Traffic Signal Replace at SCP and 1 -94 $0 1 $0 $303,000 $0 $0 $0 $0 I $o $0 1 $0 1 $303,000
Storm Water Pond 12 -005 Rehab $0 1 $0 $0 $49,000 $0 $0 $0 $o $O 1 $0 1 $49,OOC
Capital Maintenance Building Program 2011 $0 1 $0 $0 $o $62,500 $8,500 $o $0 $0 1 $533,500 $604,501
Northport Park Building Replacement $0 1 $0 $0 $0 $0 $0 1 $0 1 $295,000 $0 1 1 $0 $295,0001
Unity Avenue Reconstructior $181.000 1 $128.000 $0 $89,000 $15,000 $206,000 1 $13,000 1 $0 $0 $0 i $632,0001
2011 Subtotal $1,153,000 $1,034,000 $903,000 $1,041,000 $948,400 $968,700 $67,000 $295.000 $0 $533,500 $6,943,6001
2012 1
1Evergreen Park Fence Court Reconstruction i $0 $0 1 $0 $0 1 $0 $0 1 $o 1 $77.000 1 $0 1 1 $0 i $77,0001
.(Evergreen Athletic Field Lighting Replacement $0 $0 1 $0 I $0 $0 $0 $o 1 $105,000 1 $0 $0 $105.000!
.(West Palmer Park Building Replacement $0 $o 1 $0 $0 $o $0 $0 $300,000 1 $0 $0 $300,000,
Water Tower No. 2 Painting $0 $0 I $0 $0 $0 1 $718.000 $0 1 $0 1 $0 I I $0 1 $718,000
Storm Water Pond 18 -001 Rehab 1 $0 $0 1 $0 $155,000 $0 1 $0 $0 1 $0 1 $0 1 $0 1 $155,000;
Storm Water Pond 46 -001 Rehab $0 $0 1 $0 $39.000 $0 $0 $o 1 $0 $0 $0 $39,0001
Capital Maintenance Building Program 2012 $0 $0 $0 $0 $19,500 $28,500 $o $O $0 1 $228,000 $276,
East Palmer Lake Neighborhood Reconstructior $768,000 $860,000 1 $0 $756,000 1 $345,000 $315,000 $40,000 $0 $0 I $0 $3,084,00
2012 Subtotal $768,000 $860,000 $0 $950,000 $364,500 $1,061,500 $40,000 $482.000 $0 $228,000 $4,754,0001
2013 1
Baseball Backstop Replacements $0 $0 $0 $0 $0 $0 $0 $20,000 $0 $0 1 $20,OOC
Replace Traffic Signals at 66th Ave Hwy 252_ $0 $0 $1 50,000 $0 $0 $0 $0 $0 $0 $0 $150,OOC
Storm Water Pond 60 -001 Rehab $0 $0 $0 $17,000 $0 $0 $0 $0 $0 $0 $17,OOC
Capital Ma intenance Bu ilding Pro 2013 $0 $0 $0 $0 $0 1 $125,500 $0 $0 $0 $636,000 $761,50C
Humboldt Ave N (53rd to 571h) R econstruction $260,000 $0 $0 $0 $100.000 1 $90,000 $28.000 $0 $0 $0 I $478,001'
Kylawn Park Neighborhood Reconstructior $1.358,000 $866,000 $538,000 $878,000 $1.005,000 1 $958,000 $51,000 $0 $0 $0 1 $5.654.000
2013 Subtotal $1,618,000 $866,000 $688,000 $895.000 $1.105,000 $1,173,500 $79.000 $20,000 $0 $636,000 $7,080,5001
\Adminish�' \Rudget ?n'n\RW 2010 Rnrinp' \CIP 20in\n91104_2010 FINAL CIP Table 2 xis
Table 2
Capital Improvement Program (2010 2024)
DRAFT October 20, 2010
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
2014
(Central Park Tennis Courts Resurfacing 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $75,000 1 $0 1 1 $0 1 $75,0001
(Capital Maintenance Building Program 2014 1 $0 1 $0 1 $0 1 $0 1 $62,000 1 $96,000 1 $0 1 $0 1 $0 1 1 $92,000
IStorm Water Pond 50-001 Rehab 1 $0 1 $0 $0 $69,000 1 $0 1 $0 1 $0 1 $o 1 $0 1 1 $0 $69,0001
Willow Lane Trail Reconstruction 1 $0 1 $0 $0 I $0 I $0 1 $0 1 $0 1 $40,000 1 $0 I I $0 $40,0001
1Wangstad Park Neighborhood Reconstructior 1 $1,515,000 1 $1,002,000 1 $397,000 1 $965,000 1 $1,075,000 1 $1,005,000 1 $52,000 1 $0 1 $0 1 1 $0 $6,011,0001
2014 Subtotal $1,515,000 $1,002,000 $397,000 $1,034,000 $1,137,000 $1,101,000 $52,000 $115,000 $0 $92,000 $6,445,0001
2015
Baseball Fence Replacement 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $35,000 1 $0 1 1 $0 1 $35,0001
Freeway Park Trail Replacement 1 $0 1 $0 I $0 1 $0 $0 I $0 1 $0 1 $28,000 $0 1 1 $0 1 $28,0001
Water Tower No. 3 Painting 1 $0 $0 1 $0 1 $0 $0 I $410.000 1 $0 1 $0 $0 1 I $0 I $410,000
Capital Maintenance Building Program 2015 $0 $0 1 $0 $0 $3,500 I $139,000 1 $0 1 $0 $0 1 1 $337,000 1...'1:4479;
Lions Park Trail Replacement $0 $0 1 $0 $0 $0 1 $0 1 $0 $57,000 $0 $0 I $57,000
63rd Avenue North Reconstruction $286.000 I $0 1 $2,009,000 $0 $112,000 $90,000 I $53,000 I $0 $0 1 $0 1 $2,550,0001
Freeway Park Neighborhood Reconstructior $1,085,000 1 $1,040,000 I $0 I $937,000 $880,000 $820,000 1 $45,000 1 $0 1 $0 1 1 $0 1 $4,807,0001
2015 Subtotal $1,371,000 $1,040,000 $2,009,000 $937,000 $995,500 $1,459,000 $98,000 $120,000 $0 $337,000 $8,366,5001
2016
Evergreen Park Trail Replacement $0 1 $0 1 $0 1 $0 1 $0 $0 1 $0 1 $50,000 1 $0 1 I $o I $50,0001
Brooklyn Blvd City Entrance Signs $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $12,000 $0 I 1 $0 1 $12,00
Capital Maintenance Building Program 2016 $0 1 $0 1 $0 I $0 I $124,500 1 $19,500 1 $0 I $0 $0 I $154,500 o
Storm Water Pond 12 -004 Rehab $0 1 $0 1 $0 I $67,000 I $0 1 $0 1 $0 I $0 $0 I 1 $0 1 $67,00
9th Ave Greenway Cahlander Park Fence Rehab $0 1 $0 1 $0 I $0 I $0 1 $0 1 $0 1 $65,000 I 1 $0 1 $65,0001
Water Tower No. 1 Painting $0 I $0 I $0 1 $0 1 $0 1 $360,000 I $0 1 $0 $0 1 1 $0 1 $360,0001
Freeway Blvd West Reconstruction 1 $235,000 1 $0 I $215,000 I $0 1 $0 1 $0 I $0 1 $0 $0 I 1 $0 1 $450,0001
Palmer Lake West Neighborhood Reconstruction 1 $975,000 1 $660,000 1 $0 1 $1,200,000 1 $813,000 1 $753,000 1 $50,000 1 $0 $0 1 1 $0 1 $4,451,0001 1
2016 Subtotal $1,210,000 $660,000 $215,000 $1,267,000 $937,500 $1,132,500 $50,000 $127,000 $0 $154,500 $5,753,5001
2017
West River Rd Trail Replacement 1 $0 I $0 1 $0 1 $0 I $0 I $0 1 $0 1 $115,000 $0 I I $o I $115,000
Capital Maintenance Building Program 2017 1 $0 1 $0 I $0 1 $0 1 $0 I $25,000 I $0 1 $0 1 $0 1 1 $294,000
Evergreen Neighborhood Reconstructior 1 $1,527,000 1 $700,000 1 $1,195,000 1 $1,500,000 1 $710,000 1 $1,305,000 1 $65,000 1 $0 I $0 I I $0 I $7,002,00
2017 Subtotal $1,527,000 $700,000 $1,195,000 $1,500,000 $710,000 $1,330,000 $65,000 $115,000 $0 $294,000 $7,436,0001
2018
Central Park East Trail Replacement 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 I $0 1 $98,000 1 $0 I I $0 1 $98,0001
Capital Maintenance Building Program 2018 1 $0 1 $0 I $0 1 $0 1 $23,000 $54,000 1 $0 1 $0 1 $0 1 1 $438,000 ME' $S1
Firehouse Park Neighborhood Reconstructior I $1,903,000 1 $1,050,000 1 $405,000 I $2,116,000 I $827,000 $735,000 1 $70,000 1 $o 1 $0 I 1 $0 1 $7,106,00
2015 Subtotal $1,903,000 $1,050,000 $405,000 $2,116,000 $850,000 $789,000 $70,000 $98,000 $0 $438,000 $7,719,0001
2019
Park Playground Equip Replacement 1 $0 1 $0 1 $0 I $0 1 $0 $0 I $0 1 $203,000 1 $0 1 1 $0 1 $203,000
Capital Maintenance Building Program 2019 1 $0 1 $0 I $0 1 $0 1 $3,000 $13,000 1 $0 1 $o 1 $0 1 1 $540,500 ^,',i,$5$ip
Interstate Neighborhood Reconstructior 1 $1,120,000 I $1,025,000 1 $0 1 $1,670,000 I $1,090,000 I $1,020,000 1 $48,000 1 $0 I $0 I 1 $0 1 $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 $540,500 $6,732,5001
2020
i Park Playground Equip Replacement I $0 I $0 I $0 $0 1 $0 $0 $0 $207,000 I $0 I $0 $207,000
Capital Maintenance Building Program 2020 1 $0 1 $0 1 $0 $0 1 $7,000 1 $47,500 $0 $0 1 $0 1 1 $935,500 1 '990,
Logen/Lilac/59thAvenue Reconstruction $450,000 1 $0 1 $1,075,000 1 $0 1 $46.000 1 $150.000 1 $20,000 $0 1 $0 I I $0 I $1,741,000
IGrandview Neighborhood Reconstructior $2,070,000 $950,000 I $305,000 1 $1,465,000 1 $1,175,000 1 $1,100,000 1 $84,000 $0 $0 1 I $0 I $7,149,0001
2020 Subtotal $2,520,000 $950,000 $1,380,000 $1,465,000 $1,228,000 $1,297,500 $104,000 $207,000 $0 $935,500 $10,087,0001
G:Wdministration \Budget\2010\PW 2010 Budget \CIP 2010 \091104_2010 FINAL CIP Table 2.xls
Table 2
Capital Improvement Program (2010 2024)
DRAFT October 20, 2010
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
2021 1
(Park Playground Equip Replacement I $0 I $0 1 $0 1 $0 1 $0 1 $0 $0 1 $211,000 1 $0 1 1 $0 1 $211,0001
(Capital Maintenance Building Program 2021 1 $0 1 $0 1 $0 1 $0 1 $3,500 1 $0 1 $0 I $0 1 $0 1 1 $107,500 1 $111,
(Ryan Lake Industrial Park 1 $335,000 1 $165,000 1 $0 1 $437,000 1 $211,000 1 $541,000 1 $32,000 1 $0 1 $0 1 1 $0 1 $1,721,00
2021 Subtotal $335,000 $165,000 $0 $437,000 $214,500 $541,000 $32,000 $211,000 $0 $107,500 $2,043,0001
2022
(Palmer Lake Trail Mill and Overlay 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $0 1 $180,000 1 $0 1 1 $0 1 $180,000
(Capital Maintenance Building Program 2022 1 $0 1 $0 1 $0 1 $0 1 $4,000 1 $42,500 1 $0 1 $0 1 $0 I $412,000 Do
Northwest Area Neighborhood Mill Overia\ 1 $125,000 1 $215,000 1 $0 1 $35,000 1 $25,000 1 $25,000 1 $0 1 $0 1 $0 1 1 $0 1 $425,000
2022 Subtotal $125,000 $215,000 $0 $35,000 $29,000 $67,500 $0 $180,000 $0 $412,000 $1,063,5001
2023
ICapilal Maintenance Building Program 2023 1 $0 1 $0 1 $0 1 $0 1 $4,500 1 $8,500 1 $0 1 $0 1 $0 1 1 $624,000 Ir ;,$63
151st Avenue Reconstruction 1 $74,000 1 $137,300 1 $0 1 $25,000 1 $30,000 1 $30,000 1 $7,500 $0 $0 1 1 $0 I $303,800
153rd Avenue Reconstruction Area 1 $353,300 1 $408,000 1 $401,000 1 $143,200 1 $145,000 1 $155,000 I $40,200 1 $0 $0 1 1 $0 1 $1,645,700
ILyndale Avenue Reconstruction Aree 1 $100,100 1 $185,900 1 $0 1 $30,000 1 $30,000 1 $25,000 1 $11,000 1 $0 1 $0 1 1 $0 1 $382,000
2023 Subtotal $527,400 $731,200 $401,000 $198,200 $209,500 $218,500 $58,700 $0 $0 $624,000 $2,968,5001
2024
s ate 9
t, o- a` m a^ c•"A, $1 1
JlW
i AN i N 11 11 1111,107
u
a a $75
2024 Subtotal $657,792 $844,517 $247,591 $90,180 $745,040 $993,130 $135,000 $0 $0 $239,500 $3,952,7501
1
TOTALS $16,236,192 $12,645,717 $8,997,591 $15,666,180 $12,098,940 $14,745,830 $981,700 $2,372,000 $5,560,000 $5,767,000 $97,271,150
9
G:\Administration\Budget\2010\PW2010 Budget \CIP 2010\0911042010 FINAL CIP Table 2.xls
PROJECT DESCRIPTIONS
2010 2024 Capital Improvement Program
City of Brooklyn Center
Street and Utility Improvement Projects
Dupont Avenue Neighborhood Improvements
Twin Lake North Improvements
Vincent Neighborhood Improvements
Logan Neighborhood Improvements
Shingle Creek Parkway Street Improvements
Unity Avenue Improvements
East Palmer Lake Neighborhood Improvements
Humboldt Avenue South Improvements
Kylawn Park Neighborhood Improvements
Wangstad Park Neighborhood Improvements
63` Avenue Improvements
Freeway Park Neighborhood Improvements
Freeway Boulevard West Improvements
Palmer Lake West 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
53` Avenue Neighborhood Improvements
Lyndale Avenue Neighborhood Improvements
Woodbine Neighborhood Improvements
Humboldt Avenue North Improvements
Freeway Blvd West Improvements
Miscellaneous Water Main and Sanitary Sewer Improvements
Water Tower No. 1 Painting
Water Tower No. 2 Painting
Water Tower No. 3 Painting
Street Light Improvements
Earl Brown and Opportunity Area Street Light Replacement
Project Summary Page 9
2010 -2024 Capital Improvement Program
Capital Maintenance Building Plan
Yearly Capital Maintenance Building Plan Projects
Storm Water Improvements
Wetland 639W
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
Arboretum Park South Parking Lot Reconstruction
Willow Lane Park Open Picnic Shelter Park Improvements
Firehouse Park Trail Improvements
Kylawn Park Trail Improvements
West Palmer Park Improvements
Evergreen Park Fence and Tennis Court Reconstruction
Evergreen Athletic Field Lighting Replacement
Northport Park Building
Baseball Backstop Replacements
Central 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
Central Park East Trail Improvements
Play Ground Equipment Replacement
Palmer Lake Trail Mill and Overlay
Project Summary Page 110
2010 -2024 Capital Improvement Program
Dupont Avenue Neighborhood Improvements
The Dupont Avenue Neighborhood project area extends from 73r Avenue to 57
Avenue. The total len ro'ect h is 10 g
007 feet. The neighborhood consists of
P J
approximately 140 residential properties and the Brooklyn Center High School
property and one city parcel.
Streets
The entire length of the project area is designated as a Minnesota State Aid Route.
The majority of the streets in the project area were originally constructed between
1963 and 1968. The existing street between 57 Avenue and 67 Avenue is 42 feet
wide with concrete curb and gutter. The existing street between 67 Avenue and 73r
Avenue are 30 feet wide with no curb and gutter. The overall pavement condition �q
rating is fair to poor. Proposed street improvements consist of the reconstruction of
INIGCIAt M
the street subgrade, installation and replacement of curb and gutter where necessary
to improve drainage, replacement of the concrete sidewalk where necessary and
replacement of bituminous street pavement. P P
Water main
The existing water main in the south portion of the project area is 6 -inch diameter
cast iron pipe installed in 1968 and 1969. Dupont Avenue between Interstate 94 and
69 Avenue contains a 30 -inch steel water main installed in 1963. The water main
between 69 Avenue and 73r Avenue consists of 6 -inch and 12 -inch cast iron pipe
installed in 1961 and 1962. A majority of the existing water main is believed to have
a cement based internal liner. The corrosion rate within the project area has not been
thoroughly documented at this time. However, there is a history of water main
breaks along Dupont Avenue between 69 and 73rd. The current project estimate
g P P J
includes complete water main replacement between 69 Avenue and 73r Avenue. No water main
replacement is anticipated in the remaining areas.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in
1960, 1961 and 1967. Approximately 25 percent of the sanitary sewer is subjected to frequent problems
with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair.
The current project cost estimate includes 100 percent sanitary sewer replacement between 64 and 65
Avenues and between 67 and 73r Avenues.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the existing trunk storm sewer lines flowing to the Mississippi River. These trunk storm
Y g PP
g
r
lines area located on 70 rh Avenue 65 th Avenue 59 h Avenue and 57 Avenue. The current ro'ect cost
P J
estimate includes storm sewer replacement between 60` and 61s` Avenues and between 67 and 73r
Avenues. The cost estimate also includes the replacement of most of the catch basins and approximately
700 feet of smaller diameter lateral storm pipe in the remaining areas.
Project Summary P a g e 11
2010 -2024 Capital Improvement Program
Twin Lake North Improvements
The north portion of the Twin Lake North project area extends
from County Road 10 to 55 Ave, and from Admiral Lane to
Brooklyn Blvd. The south portion of the project area extends
from 53 Ave. to 50 Ave., and from East Twin Lake Blvd to
Highway 100. The total project length is 15,745 feet. The
neighborhood consists of approximately 209 residential
properties (RI and R4) and 4 commercial properties (C1).
4
Streets,
51' Avenue east of Brooklyn Blvd is a designated Municipal
State Aid Route. The majority of the streets in the project area
were originally constructed in 1965 and 1967. Existing streets
are generally 30 feet wide with no curb and gutter. The service 1
road along Brooklyn Boulevard is currently 25 feet wide. The
street pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is fair to
poor. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main in the north portion of the project area is 6 -inch diameter cast iron pipe installed
in 1965. The south portion of the project area contains 6 -inch and 8 -inch diameter cast iron pipe installed
in 1966 and 1967. A majority of the existing water main is believed to have a cement based internal liner.
The corrosion rate within the project area has not been thoroughly documented at this time. However,
there is a history of water main breaks along East Twin Lake Blvd. and Great View Avenue. The current
project estimate assumes complete replacement of the water main within the project area.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8 -inch diameter vitrified clay pipe
(VCP) installed in 1956 and 1958. The south portion of the project area contains 8 -inch diameter VCP
installed in 1958 and 1960. Approximately 75 percent of the sanitary sewer is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as
poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the
project. Further investigation of the sewer line within Brooklyn Boulevard is necessary to determine if
cured -in -place pipe rehabilitation is necessary or warranted.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from the
portion of the project area south of 53 Avenue and West of France Avenue is conveyed to Twin Lake. A
portion of the existing storm sewer system within the project area could be salvaged, although it is
anticipated that expansion of the system and higher capacity will be needed to minimize local flooding.
The current project cost estimate assumes complete replacement of the storm sewer system as part of the
scheduled neighborhood improvements. The current cost estimate includes an in -line treatment device to
remove sediment prior to discharging runoff into Twin Lake.
Project Summary Page 112
2010 -2024 Capital Improvement Program
Vincent Neighborhood Improvements
The Vincent Neighborhood project area extends from the I I
Centerbrook Golf Course to 53` Avenue and from Highway uLac OR
100 to Vincent Avenue. The total project length is 1,616 feet.
The neighborhood consists of approximately 15 residential
properties. ssRO AVE
Streets w
The majority of the streets in the project area were originally y a
constructed in 1956. Existing streets are generally 30 feet z U
wide with no curb and gutter. The street pavement is 9 a
deteriorated throughout most of the neighborhood. The overall
pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of
the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main in the project area consists of 6 -inch diameter cast iron pipe installed in 1973 and
12 -inch and 16 -inch diameter steel water main installed in 1965. A majority of the existing water main is
believed to have a cement based internal liner. Water records indicate one main break has occurred
within the neighborhood. The current project estimate includes replacement of the 6 -inch diameter cast
iron water main within the project area.
Sanitary Sewer
The sanitary sewer in the project area consists of 9 -inch diameter vitrified clay pipe (VCP) installed in
1954. The sanitary sewer in the project area extends along back property lines north of 53` Avenue then
runs south along Vincent Avenue. The entire sanitary sewer is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. The
current project estimate includes replacement of the sanitary sewer along Vincent Avenue and cured-in-
place rehabilitation of the sanitary sewer along the rear yards.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
south of 53` Avenue. The current project cost estimate assumes installation of new storm sewer in the
neighborhood due to the need to increased capacity of local storm sewers and address minor local
flooding issues.
Project Summary Page 113
2010 -2024 Capital Improvement Program
r
Logan Neighborhood Improvements
The Logan Neighborhood project area extends from Logan Avenue to
73RD AVE N
Humboldt Avenue and from 73` Avenue to 69 Avenue. The project area
includes a total of approximately 12,321 feet of local streets. The
neighborhood consists of approximately 210 single family residential
e
properties (RI) and 1 multi family residential property (R5).
Streets 4
The majority of the streets in the project area were originally constructed o W
in 1962 through 1969. Existing streets are generally 30 feet wide with no T A
curb and gutter. Poor surface drainage and low stability subgrade material
has resulted in deteriorated pavement throughout the neighborhood. N
Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and 7
placement of bituminous street pavement.
I N
Water main I C I
Existing water main in the Logan Neighborhood area consists of 6 -inch 4 68TH ALE N 4 sT
and 10 -inch diameter cast iron pipe installed between 1960 and 1969.
Higher corrosion rates have been noted within a majority of the project area. Water records indicate
thirteen main breaks have occurred within the area. Several isolation valves have also failed within the
project area. Complete water main replacement within the project area is scheduled.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8 -inch and 10 -inch diameter vitrified clay
pipe originally installed in 1960 and 1965. A short segment of sanitary sewer along Irving Avenue was
installed in 1978. Approximately 30 percent of the sanitary sewer is subjected to frequent problems with
root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. A televising inspection is necessary to determine the extent of sanitary sewer replacement is
justified. The current project cost estimate includes the replacement of 50 percent of the sanitary sewer
pipes and access structures within the neighborhood. The cost estimate also includes cured -in -place pipe
rehabilitation for the 10 -inch diameter sanitary sewer extending along 71' Avenue from Logan Avenue to
Humboldt Avenue. The actual cost may need to be adjusted upon completion of a condition survey.
Storm Sewer
The existing storm sewer in the project area ranges in size from 18 -inch to 33 -inch diameter reinforced
concrete pipe. The project area contains one trunk storm line running through an easement from 73`
Avenue to 71s Avenue, then flowing east to Humboldt Avenue. The current project cost estimate
assumes that an expansion and replacement of a vast majority of the storm sewer system will be necessary
as part of the scheduled neighborhood improvements. The current estimate does not include replacement
of the trunk storm sewer noted above.
Project Summary Page 114
2010 -2024 Capital Improvement Program
Shingle Creek Parkway Street Improvements
Shingle Creek Parkway extends from the r
Shingle Creek bridge on the west and
Freeway Blvd on the south. The project
area contains a total of 3,993 linear feet of
local streets.
Streets
This segment of roadway is designated as a
Municipal State Aid Route. Shingle Creek
Pkwy was most recently reconstructed in
1995. Existing streets are generally 70 feet
wide with concrete curb and gutter and
raised concrete medians. The street
pavement exhibits a moderate rate of
deterioration due to higher volumes of
traffic. The current cost estimate assumes
street improvements that consist of approximately 25 percent curb replacement, 10 f percent sidewalk
PP Y P P
replacement, and a 4 -inch mill and overlay of the bituminous pavement.
Water main
The existing water main in the Shingle Creek Pkwy project area consists of 10 -inch diameter cast iron
pipe (CIP) installed between 1970 and 1972. Records indicate that there have been three water main
breaks in the area between 1979 and 1990. The water main is in good condition based on current
maintenance records. Water main repairs should be limited to the replacement of miscellaneous valves
and hydrants based on current conditions.
Sanitary Sewer
The existing sanitary sewer along Shingle Creek Pkwy consists of 8 -inch and 10 -inch diameter poly vinyl
chloride (PVC) pipe installed between 1970 and 1972. 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 northwest portion of the Shingle Creek project area consists of 12 -inch to 60 -inch diameter
reinforced concrete i e RCP that drain to Shingle Creek. This p p (RCP) g e C e storm se wer was installed in 1972 and
1979. The southeast portion of the Shingle Creek project area consists of 12 -inch to 54 -inch diameter
RCP that drains to the Mississippi River. This storm sewer was installed between 1970 and 1984. 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.
r
i
Project Summary Page 115
2010 -2024 Capital Improvement Program
1
Unity Avenue Improvements
The Unity Avenue project area extends from the north city limits to 69
Avenue. The total project length is 2,786 feet. The neighborhood
consists of approximately 100 residential properties (R3).
a
Streets
The Unity Avenue was originally constructed in 1978. The existing
street is 30 feet wide with concrete curb and gutter. The overall
pavement condition rating is fair. Private streets adjacent to Unity
Avenue, such as 71 S`, 72n and 73r Circle, are not included as part of the
project. Proposed street improvements consist of the reconstruction of
the of bituminous street pavement and replacement of concrete curb as
necessary based on the extent of water main replacement on the west
side of Unity Avenue.
Water main
z
The existing water main in the project area is 8 -inch and 10 -inch
diameter ductile iron pipe installed in 1977 and 1978. The corrosion
rate within the project area has not been thoroughly documented at this
time. The Public Utility Division will excavate and inspect various ti i
fittings to determine the extent of water main replacement that is
warranted. Water records indicate that two main breaks have occurred within the neighborhood.
Elevated corrosion rates have been documented within this segment of watermain. The current project
estimate includes replacement of water main along Unity Avenue.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8 -inch and 10 -inch diameter poly
vinyl chloride (PVC) pipe installed in 1977. The condition of the sanitary sewer system within the
neighborhood is rated as good. The current project estimate includes replacement sanitary sewer castings
only.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the storm water ponds surrounding Unity Avenue. The existing storm sewer in the
project area consists of 15 -inch to 24 -inch diameter reinforced concrete pipe installed in 1978. The
current project cost estimate includes replacing storm structure castings and isolated portions of lateral
storm sewer as necessary.
Project Summary P age 116
2010 -2024 Capital Improvement Program
East Palmer Lake Neighborhood Improvements
The East Palmer Lake Neighborhood project area extends from Penn 71 e 0 AW H
Avenue to Morgan Avenue and from 69th Avenue to 73r Avenue. The a
project area includes a total of approximately 10,460 feet of local streets.
The neighborhood consists of approximately 169 single family residential
properties.
Streets
The majority of the streets in the project area were originally constructed
between 1962 and 1969. Existing streets are generally 30 feet wide with no
curb and gutter. Poor surface drainage and low stability subgrade material
has resulted in deteriorated pavement throughout the neighborhood. x
Proposed street improvements consist of the reconstruction of the street w x
subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement.
70TH AVE M
Water main
Existing water main in the East Palmer Lake Neighborhood area consists of
6 -inch diameter cast iron pipe installed between 1960 and 1969. Water
records indicate that no water main breaks have occurred within the project
area. The Public Utility Division will excavate and inspect various fittings to determine the extent of
water main replacement that is warranted. The replacement of approximately 50 percent of the water
main within the project area is currently included in the project cost estimate to facilitate replacement of
sanitary sewer as noted below.
Sanitary Sewer
Existing sanitary sewer within the neighborhood consists of 8 -inch and 10 -inch diameter vitrified clay
pipe originally installed in 1960 and 1965. Approximately 30 percent of the sanitary sewer is subjected to
frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the
system conveyance capacity. A televising inspection is necessary to determine the extent of sanitary
sewer replacement is justified. An estimated 50 percent of the sewer system is in poor condition. The
current project cost estimate assumes replacement of 50 percent of the sanitary sewer pipes and access
structures. The actual cost may be reduced upon completion of a condition survey.
Storm Sewer
The existing storm sewer ranges in size from 15 -inch to 21 -inch diameter reinforced concrete pipe. The
project area contains three small storm sewer lines that run to Palmer Lake. Much of the small diameter
storm sewer must be reconfigured to reduce local flooding and preserve street pavement. The current cost
estimate assumes replacement of all storm sewer in the project area.
r
i
Project Summary Page 117
2010 -2024 Capital Improvement Program
Humboldt Avenue South Improvements
The Humboldt Avenue South project area extends from 53 Avenue to 57
Avenue. The total project length is approximately 2,660 linear feet. The 57,,,. K
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 x
deteriorated due to the age of the pavement and inadequate drainage. This x
project is included in the City's CIP due to a potential cost sharing agreement
for the street and drainage improvements and funding for water main and
sanitary sewer improvements as described below. 55?N AW r
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 S
determine the extent of corrosion. The water main is in fair condition based
on current maintenance records. The current project cost estimate assumes
that water main will be replaced between 53 and 55 Avenues to coincide
with sanitary sewer replacement.
woo MQ H
Sanitary Sewer
The existing sanitary sewer consists of 8 -inch diameter vitrified clay pipe lateral sewers. These sewers
were originally installed in 1952. Sanitary sewer between 53r and 55 Avenues is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The current project cost estimate includes replacement of sanitary sewer between
53r and 55 Avenues.
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.
Project Summary Page 118
2010 -2024 Capital Improvement Program
r
r
Kylawn Park Neighborhood Improvements
The north portion of the Kylawn Park
Neighborhood project area extends from County
Road 10 to 61" Ave, and from June Ave to
Brooklyn Blvd. The south portion of the project t
area includes 58 Place and Major Ave. The total r
project length is 15,311 feet. The neighborhood
consists of approximately 279 residential
properties (R1 and R4) and 1 commercial property ORE
(CI).
Om
Streets
June Avenue from County Road 10 to 61 Avenue
is designated as a Municipal State Aid Route. The
majority of the streets in the project area were
originally constructed in 1965 and 1968. Existing
streets are generally 30 feet wide with no curb and
r gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement
condition rating is poor. Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main on June Avenue is 8 -inch diameter cast iron pipe installed in 1955. The
remaining project area consists of 6 -inch cast iron pipe installed between 1963 and 1966. A majority of
the existing water main is believed to have a cement based internal liner. The corrosion rate within the
project area has not been thoroughly documented at this time. Water records indicate that three main
breaks have occurred within the neighborhood. In general, cast iron water main is highly vulnerable to
leaks and breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current
project estimate includes complete replacement of water main within the project area to facilitate the
replacement of sanitary sewer as noted below.
Sanitary Sewer
The sanitary sewer along Major Avenue consists for 8 -inch diameter vitrified clay pipe (VCP) installed in
1967. The remaining project area contains 8 -inch and 10 -inch diameter vitrified clay pipe installed
between 1956 and 1959. Approximately 90 percent of the sanitary sewer is subjected to frequent
problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system
conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as
poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the
project.
Storm Sewer
The storm water runoff from the southeast portion of the project area is collected in the existing storm
sewer system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course.
Runoff from the southwest portion of the project area is conveyed to the Northport Park storm water
pond. Expansion of the storm system and increased conveyance capacity is needed to minimize local
flooding. The current project cost estimate assumes complete replacement of the storm sewer system as
part of the neighborhood improvements.
r
Project Summary Page 1 19
2010 -2024 Capital Improvement Program
r
Wangstad Park Neighborhood Improvements
The Wangstad Park Neighborhood extends from h
Noble Ave. to Brooklyn Blvd and from 63r Ave.'
to 61S Ave. The total project length is 15,884 feet.µ j
The neighborhood consists of approximately 257
residential prop erties (RI and R4 and 6
�t
commercial properties (C 1).
u
Streets
June Avenue from 61S to 63 is a designated
Municipal State Aid Route. The majority of the
streets in the project area were originally
constructed between 1966 and 1968. Existing streets are generally 30 feet wide with no curb and gutter.
The street pavement is deteriorated throughout most of the neighborhood. The overall pavement
condition rating is poor. Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main in the project area is 6 -inch and 8 -inch diameter cast iron pipe installed in 1955
and between 1960 and 1969. A majority of the existing water main is believed to have a cement based
internal liner. The corrosion rate within the project area has not been thoroughly documented at this time.
Water records indicate that three main breaks have occurred within the neighborhood. In general, cast
iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent
sanitary sewer as noted below. The current project estimate includes replacement of the water main
within the project area to facilitate the replacement of sanitary sewer as noted below.
Sanitary Sewer
The sanitary sewer the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed between
1956 and 1960. Approximately 85 percent of the sanitary sewer is subjected to frequent problems with
root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
The Wangstad Park Neighborhood has only one short stretch of storm sewer on 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.
Project Summary Page 120
2010 -2024 Capital Improvement Program
rd
63 Avenue Improvements
N
DER AYE M r
4 4 5 5 5 5
The 63rd Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area
contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55
residential properties (RI to R4) and 1 commercial zoned property (C2).
Streets
This segment of roadway is designated a Municipal State Aid Route. 63r 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 63r Avenue project area consists of 6 -inch and 10 -inch diameter cast iron
pipe (CIP) installed between 1956 and 1958. A condition survey must be conducted for the existing
water system in the project area to determine the extent of corrosion. Water records indicate three main
breaks have occurred within the project corridor. The water main is in fair condition based on current
maintenance records. The current project cost estimate includes replacement of approximately 20 percent
water main and miscellaneous hydrants as necessary in the project area.
Sanitary Sewer
The existing sanitary sewer consists of 8 -inch diameter vitrified clay pipe lateral sewers. These sewers
were originally installed between 1956 and 1960. Approximately 35 percent of the sanitary sewer is
subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to
maintain the system conveyance capacity. The condition of the sanitary sewer system within the
neighborhood is rated as fair. The current project cost estimate includes cast -in -place pipe (CIPP) in 35
percent of the sanitary sewer.
Storm Sewer
63r Avenue contains two storm drainage systems. The first drainage system consists of 12 -inch and 15-
inch diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm
drainage pond in Cahlander Park. The second storm system ranges from 18 -inch to 36 -inch reinforced
concrete pipe. This system drains to Brooklyn Boulevard and then to Shingle Creek. The current project
cost estimate includes replacing a majority of catch basin structures, castings and various pipe laterals.
Project Summary Page 121
2010 -2024 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 LO
includes a total of approximately 12,869 feet of
local streets. The neighborhood consists of
approximately 216 residential properties. LA ¥a"
Streets° x
The majority of the streets in the project area were 1
gwER5rATE 9
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.
Project Summary Page 1 22
2010 -2024 Capital Improvement Program b
Freeway Boulevard West Improvements
The Freeway Blvd West protect area extends from .4
Xerxes Avenue. to the Shingle Creek Bridge. The
project area contains a total of 2,826 linear feet of
d n
local streets. The neighborhood consists of R-`z"
approximately 9 commercial/industrial properties.
f
a
PP Y P P
Streets. Y'
I`'`
This segment of roadway is designated as a Municipal
State Aid Route. Freeway Blvd was originally
constructed in 1974. The existin street is enerall
g g Y i i 9� f t�
45 feet wide with concrete curb and gutter. The street
pavement exhibits a moderate rate of deteriorated due to higher volumes of traffic. The current cost
estimate assumes street improvements that consist of approximately 15 percent curb replacement, 10
percent sidewalk replacement, 25 percent concrete apron replacement and a 2 %2 -inch mill and overlay of
the bituminous pavement.
Water main
The existing water main in the Freeway Blvd West project area consists of 12 -inch diameter cast iron pipe
installed in 1974. The water main is in good condition based on current maintenance records. The
current project cost estimate includes no water main replacement.
Sanitary Sewer
The existing sanitary sewer along the west half of the project area consists of 15 -inch diameter reinforced
concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of
8 -inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within
the neighborhood is rated as ood. The current project cost estimate includes no sanitary g P J sewer
replacement.
Storm Sewer
The storm sewer on Freeway Blvd consists of 12 -inch to 30 -inch diameter reinforced concrete pipe that
drains to Shingle Creek. This storm sewer was installed in 1974. The current project cost estimate
includes replacing structure castings and isolated pipe laterals as necessary within the project area.
i
Project Summary Page 123
2010 -2024 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 i
subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement.
Water main H n
The existing water main is 6 -inch diameter cast iron pipe installed in 1956 and 1957. A majority of the
existing water main is believed to have a cement based internal liner. The corrosion rate within the
project area has not been thoroughly documented at this time. However, the project area has a history of
water main breaks along West Palmer Lake Dr., Ewing Ave. and Woodbine Lane. Water records indicate
seven main breaks have occurred within the area. The current project estimate includes complete water
main replacement.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in
1956 and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift
station was reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was
replaced in 2003. Approximately 75 percent of the sanitary sewer in the project area is subjected to
frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the
system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated
as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of
the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding
and preserve street pavement. A majority of the storm water runoff from the project area is collected in
the existing storm sewer system and conveyed to a regional storm water management pond adjacent to
Palmer Lake. A trunk storm sewer line extends along back property lines north of Urban Ave. This line
consists of 54 -inch diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm
sewer system and higher capacity will be needed to minimize local flooding. The current project cost
estimate assumes reconstruction of the existing storm sewer system within the street right -of -way, but
does not include the replacement of the 54 -inch diameter trunk storm sewer within the rear yards.
Project Summary Page 124
2010 -2024 Capital Improvement Program
Evergreen Park Neighborhood Improvements
The Evergreen P project area extends
Park Neighborhood ro'
g P J
from Humboldt Ave. to State Highway 252 and from 69d' V Ave. to 73` Ave. Du p ont Ave. is not incl uded m the
project area. The total project length is 16,996 feet. The neighborhood consists of approximately 214 residential
properties (RI to R5).
Streets Y
70 Avenue is designated as a Municipal State Aid Route.
The majority of the streets in the project area were r
originally constructed between 1963 and 1966. Existing
streets are generally 30 feet wide with no curb and gutter. F
70''' Ave. from Dupont to Hwy 252 has concrete curb and
j 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 50 percent replacement of the sanitary
sewer.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the Mississippi River. Emerson Ave., Bryant Ave. and Camden Ave. have storm
drainage systems that flow to 70' 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
on of the trunk storm sewer pipe e alon 70 Avenue must be evaluated to determine the
g
remaining service life. The project estimate includes 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.
Project Summary Page 125
2010 -2024 Capital Improvement Program
Firehouse Park Neighborhood Improvements
The Firehouse Park Neighborhood project area extends from ri( I -g F
69' Avenue to Interstate 94 and from Humboldt Avenue to MM
Highway 252. Dupont Avenue and 65 Avenue are not U ®g
included in the project area. The total project length is
1902 a
21,456 feet. The neighborhood consists of approximately
305 single family residential properties (RI) and 14 multi-
family properties (R4 and R5). 1
Streets
67 Avenue is designated as a Municipal State Aid Route.
The majority of the streets in the project area were originally 1
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 AV OW=�
gutter to improve drainage and placement of bituminous
street pavement.
Water main
The existing water main in the project area is 6 -inch and 8 -inch diameter cast iron pipe installed between
1961 and 1969. In 1974, a 16 -inch diameter ductile iron water main was installed along 64` Ave. A
majority of the existing water main is believed to have a cement based internal liner. The corrosion rate
within the project area has not been thoroughly documented at this time. The current project estimate
includes replacement of approximately 50 percent of the water main within the project area. The
estimated water main costs will need to be refined by conducting further field inspections.
Sanitary Sewer
The sanitary sewer in the north portion of the project area consists of 8 -inch diameter vitrified clay pipe
(VCP) installed between 1961 and 1968 and between 1971 and1974. Approximately 25 percent of the
sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on
an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system
within the neighborhood is rated as fair. The current project estimate includes replacement of
approximately 50 percent of sanitary sewer pipes and access structures.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the trunk storm sewer line on 65 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 Summary P age 126
2010 -2024 Capital Improvement Program
Interstate Neighborhood Improvements
The Interstate Neighborhood project area extends from Interstate 94 tosR
59' Avenue and from Dupont Avenue to Lyndale Avenue. The total i
project length is 17,343 feet. The neighborhood consists of M I
approximately 235 residential properties (Rl).
I
Streets
The majority of the streets in the project area were originally
constructed in 1968 and 1969. Existing streets are generally 30 feet
u
wide with concrete curb and gutter. The street pavement is showing rr,
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.
i`
Water main
The existing water main in the project area consists of 6 -inch and 8 -inch
diameter cast iron pipe installed in 1969. Colfax Avenue contains a 24- r
inch steel water main installed in 1964. A majority of the existing water
main is believed to have a cement based internal liner. There is no history of water main breaks in the
project area. In 2019, the water main system will be in service for 50 to 55 years. Cast iron water main is
highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer. The
current project estimate assumes complete replacement of the water main to facilitate the sanitary sewer
replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in
1960. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the storm trunk line on 59 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 Summary Page 127
2010 -2024 Capital Improvement Program
Logan, 59 and Lilac Drive Improvements
This project area includes Logan Avenue from
57 Avenue to Lilac Drive N, 59` from Lilac
Drive N to Dupont Avenue and Lilac Dr. N x
from Logan Avenue to 59 Avenue. The total 9�—il
project length is 3,761 feet. The neighborhood
consists of approximately 19 residential L
properties (RI to R5) and 5 commercial zoned
properties (C 1 and C2).
Streets
The entire project area is designated as a m
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 Summary Page 28 e
g
2010 -2024 Capital Improvement Program
Grandview Park Neighborhood Improvements
The Grandview Park Neighborhood project area extends Interstate 694
to 57 Avenue and from Logan Avenue to Dupont Avenue. The total
project length is 28,821 feet. The neighborhood consists of
approximately 345 residential properties (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 Summary Page 129
2010 -2024 Capital Improvement Program
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
IBTN A
of approximately 12 industrial properties and 3 multi-
family properties (R5).
F4111
Streets
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 remaining
stre A sections are 25 to 40 feet wide with no curb and gutter. The street pavement is deteriorated and in
poe r 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
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 main in the project area. The cost
estimate also includes the cost of jacking new water main under the railroad tracks from Dusharm Drive
to 49 Avenue.
Sanitary Sewer
The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed 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 Summary Page 130
2010 -2024 Capital Improvement Program
I
51" Avenue North Improvements
The 51" Avenue project area extends from 185
feet south of Oak Street on Twin Lake Blvd E to
France Avenue. The total project length is 1,171
feet. The neighborhood consists of
approximately 25 residential properties.
Streets K
The 51S Avenue project area was originally `-J
constructed in 1990. The existing street is 30 feet
=ssr D iv
wide with concrete curb and gutter. After the I
year 2023 the pavement will have exceeded the
expected service cycle. Proposed street.,
improvements consist of reconstruction of the -.59TH
bituminous street pavement and replacement of
the concrete curb and gutter as necessary.
Water Main
The existing water main in the 51S 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 51S Avenue ro'ect area consists of 8 -inch diameter of vinyl chloride PVC
P J P Y
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 51S Avenue project area is collected in the existing storm sewer system
and conveyed to the storm water pond west of 51S 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 Summary Page 131
2010 -2024 Capital Improvement Program
53 Avenue Neighborhood Improvements
The 53r Avenue project area
extends on 53r
d Avenue from
Penn Avenue to 4 Street N.
The project area also
includes James and Knox h
between 55 Avenue and
53 Avenue, and 54
Avenue between Logan
3
Avenue and Irving Avenue.
The project area includes a
total of 9,426 feet of local streets. The 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 Summary P a g e 132
2010 -2024 Capital Improvement Program
Lyndale Avenue Neighborhood Improvements
The Lyndale Avenue project area extents from 57 i i
Avenue to 55` Avenue and includes the 56 Avenue t I 1
and 55 Avenue cul -de -sacs. The current project 1 1
length is 1,905 feet. The neighborhood consists of 11 1 t
residential properties (R2 and R4).
h:�
S5I7� AVE N l
Streets 4
The streets in the project area were constructed in�(�
1985. The existing streets area 30 feet wide with 7Z mC
concrete curb and gutter. Proposed improvements r
ssni T N 1
include 20 percent curb replacement and installation r,
of new street pavement.
Water Main 1 2, pt
1:.
The existing water main in the project area consists of
6 -inch diameter ductile iron pipe DIP installed in
1978 and 1985. The water main is in good condition
based on current maintenance records. The current n I i
project cost estimate includes replacement of
miscellaneous valves and hydrants as necessary.
Sanitary Sewer
The existing sanitary sewer consists of 24 -inch diameter reinforced concrete pipe installed in 1959. This
sanitary sewer line is the main trunk line that carries the sanitary flow from the eastern third of Brooklyn
Center to a lift station on Lyndale Avenue south of 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 Summary Page 133
2010 -2024 Capital Improvement Program
Woodbine Neighborhood Improvements
The Woodbine Neighborhood project e
area extends from Brooklyn Blvd to
M D
France Avenue and from the north City
limits to 71g` Avenue. The project area
contains a total of 15,525 linear feet of
local streets. The neighborhood consists d 'b
of approximately 248 residential
properties. V
per rt
t FST -74 t
Streets
Noble Avenue from Brooklyn Blvd to
the north City limits is a designate
Municipal State Aid Route. The
Woodbine Neighborhood was reconstructed in 1995. Noble Avenue is 40 feet wide with concrete curb
and gutter. The remaining streets are generally 30 feet wide with concrete curb and gutter. The current
cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 10
percent sidewalk replacement, and full depth pavement replacement.
Water main
The existing water main in the Woodbine 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 Summary Page 134
Page
2010 -2024 Capital Improvement Program
Humboldt Avenue North Improvements
The Humboldt Avenue North project area extends from 69`" Avenue to
H
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 (RI), 3 R5 properties, and 2 commercial (C2)
F I 17
properties.
WIMi "e u —I`
Streets
f......1.....�..... i s ayF
This segment of roadway is designated as a Municipal State Aid Route.
s
This section of Humboldt Avenue was reconstructed in 1995. The i
existing street is generally 30 feet wide with concrete curb and gutter. I i I 1 z
The street pavement exhibits a moderate rate of deteriorated due to
higher volumes of traffic. The current cost estimate assumes street
improvements that consist of approximately 25 percent curb l
replacement, 10 percent sidewalk replacement, and full depth pavement
replacement. f
l�
Water main I
The existing water main in the Humboldt Avenue North project area
69 consists of 8 -inch diameter cast iron pipe installed in 1965 and 1967.'” Al
Based on current maintenance records, there is no history of water
main breaks in this area. The current project cost estimate includes replacement of 25 percent of the
water main and replacement of all hydrants and 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 Summary P a g e 1 35
2010 -2024 Capital Improvement Program
Freeway Blvd Improvements
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. '3,
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 v
replacement, and full depth pavement replacement. '`"`t*
4
Water main��
There is no water main in the Freeway Blvd project area.
Sanitary Sewer E
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 Summary Page 136
2010 -2024 Capital Improvement Program
Miscellaneous Water Main and Sanitary Sewer Improvements
Water Tower No. 1 Painting
The 500,000 gallon elevated storage tank located at 69 Avenue and France Avenue was last painted
in 1999 with complete interior reconditioning and exterior spot repairs. The estimated service life for
the paint coating is 15 years. The proposed paint coating improvements consist of interior spot repair
and exterior coating replacement.
Water Tower No. 2 Painting
The one million gallon elevated storage tank located at 69�' Avenue and Dupont Avenue was last
painted in 1997 when spot repairs were completed for the interior coating and the exterior of the
structure was painted. The estimated service life for the paint coating is 15 years. The proposed
paint coating improvements consist of complete replacement of the interior and exterior paint
coatings.
Water Tower No. 3 Painting
The 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was last
painted in 1998 with completed interior reconditioning and exterior spot repairs. Exterior spot
repairs were also completed on the fluted column in 2005 as part of an exterior pressure washing
project. The proposed paint coating improvements consist of interior spot repair and exterior coating
replacement.
Street Light Improvements
Earl Brown and Opportunity Area Street Light Replacement
The 70 street lights in the Earl Brown area 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 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 poor shape with increasing maintenance
costs. The proposed project includes total replacement of the existing decorative lighting system with
a new, advanced system using current technology.
Capital Maintenance Building Plan
P g
Yearly Capital Maintenance Building Plan Projects
In 2007, the City approved an 18 -year Capital Building Maintenance Plan that includes short- and
long -term building and facility improvements. The following buildings and facilities are covered
under this plan: city hall, community center, public works facility, public works cold storage
building, public works salt/sand storage building, police station, west fire station, east fire station,
Centerbrook Golf Course club house, Centerbrook Golf Course maintenance building, Centerbrook
Golf Course storage garage, sanitary lift station Nos. 1 and 2, municipal well Nos 2 -10, Evergreen
Park building, Garden City Park building, Central Park west building, Central Park plaza, and
Central Park gazebo.
Project Summary Page 137
2010 -2024 Capital Improvement Program
Storm Water Improvements
Wetland 639W
The Twin and Ryan Lakes Nutrient TMDL Report and the 2003 Twin Lakes Management Plan
identify DNR Wetland 639W as a significant source of phosphorus to the Twin Lakes/Ryan Lake
system. These reports indicate that Wetland 639W contains high levels of phosphorous within the
sediments that have accumulated from the upstream watershed. Water quality sampling conducted in
2003 indicated that the average total phosphorous concentrations double between the inlet and outlet
of the wetland. Wetland 639W contributes an estimated 730 pounds of total phosphorous per year
into Upper Twin Lake and nearly half of this is in readily available dissolved form. This load
represents one of the largest sources of the total phosphorus to Upper Twin Lake.
The purpose of this project is to substantially reduce the amount of phosphorous release from
Wetland 639W by modifying the hydraulic characteristics and/or implementing active treatment
methods. This large wetland complex is located adjacent to the Crystal Airport. Two main
alternatives for achieving this have been proposed under the current feasibility study: 1.) partial
diversion of flow around the wetland and 2.) dechannelization and increased storage within the
wetland.
This project would be implemented through a cooperative arrangement between the Shingle Creek
Watershed Management Commission and the Cities of Brooklyn Center, Brooklyn Park, Crystal and
New Hope. The estimated project cost included in the Capital Improvement Program consists of the
estimated portion of the total project cost for Brooklyn Center.
Storm Water Management Basins
In 2005, the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene Anderlik
Associates to conduct a condition assessment of 30 storm water management ponds located
throughout the City. The assessment process resulted in a list of improvements to address problems
with shoreline erosion, sediment accumulation, inlet and outlet blockages and other miscellaneous
maintenance issues. Below is a description of the projects that were not considered routine annual
maintenance work normally addressed as part of the annual operating budget for the Storm Drainage
Utility.
Storm Water Pond 12 -002
Pond 12 -002 is located within the west central portion of the golf course. The basin receives runoff
from approximately 400 acres within the southwest portion of the City. Pond deficiencies noted
during the inspection include, shoreline erosion along the eastern portion of the pond; an erosion
channel that has cut through the berm separating pond 12 -002 from pond 12 -003; and a large volume
of accumulated sediments within the pond. Proposed improvements consist of repairing erosion
areas and removal of a portion of the accumulated sediment.
Project Summary Page 138
2010 -2024 Capital Improvement Program
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 northem portion of the golf course. The basin receives runoff from
the Brookdale Shopping Center. The pond has lost approximately 20 percent of the wet volume due
to sediment accumulation over the first 8 years of operation. By the year 2016, the pond is expected
to loose approximately 45 percent of the wet volume due to sediment accumulation. Proposed work
consists of the removal of accumulated sediments to restore the water quality treatment function of
the storm water pond.
Storm Water Pond 12 -005
Pond 12 -005 receives runoff from the upstream ponds 12 -002 and 12 -004. The condition survey
revealed that an excessive volume of sediment has accumulated in the p and 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 and area ratio, this and
P P g p P
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.
Project Summary Page 139
2010 -2024 Capital Improvement Program
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
Arboretum Park South Parking Lot Reconstruction
Proposed construction includes replacement of the bituminous pavement within the south parking lot
of Arboretum Park.
Willow Lane Park Open Picnic Shelter Park Improvements
The former Willow Lane Park building was lost to a fire in 2004. Proposed construction activities
include the installation of a small picnic shelter and installation of one security light. The picnic
shelter structure would be similar in design to the open picnic shelters located within Firehouse Park
and Happy Hollow Park. Other miscellaneous park improvements include new fencing (wire) on the
ball field backstop and seal coating the parking lot.
Firehouse Park Trail Improvements
Proposed construction includes replacement of the entire bituminous trail system within Firehouse
Park. Extension of the north trail section to the north baseball diamond is also proposed. An eight
foot wide trail section is proposed.
Kylawn Park Trail Improvements
Proposed construction includes replacement of the bituminous trail system along the north part of
Kylawn Park and through the playground area. An eight foot trail is proposed. The south portion of
the trail system, installed in 1998, is not scheduled to be replaced.
West Palmer Park Improvements
Proposed construction activities include the replacement of the existing park building and
replacement of four park lights. The new structure is scheduled to include picnic facilities, one
unisex restroom and a small utility area. The new shelter will be consistent with the park building
constructed in Kylawn Park in 2007/2008.
Evergreen Park Fence and Tennis Court Reconstruction
Proposed construction includes replacement of the soccer field fence and gate, replacement of the
baseball and softball outfield fences and resurfacing the tennis courts within Evergreen Park.
Evergreen Athletic Field Lighting Replacement
Proposed construction includes replacement of the elevated outdoor lighting system for the athletic
fields located within Evergreen Park. This project includes replacement of the existing lighting
system. The project does not include substantial expansion of the current lighting system.
Project Summary Page 140
2010 -2024 Capital Improvement Program
Northport Park Building
Proposed construction activities include the replacement of the existing shelter building. The new
structure is scheduled to include picnic facilities, one unisex restroom and a small utility area. The
new shelter will be consistent with the park building constructed in Kylawn Park in 2007/2008.
Baseball Backstop Replacements
Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway
Park and Willow Lane Park.
Central Park Tennis Court Resurfacing
Proposed construction includes the removal of two existing tennis courts and resurfacing of the two
remaining two tennis courts within Central Park.
Willow Lane Park Trail Improvements
Proposed construction includes replacement of the trail system within Willow Lane Park. An eight
foot wide trail section is proposed.
Baseball Fence Replacement
Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake
Park and the replacement of the line and outfield fences at Northport Park.
Freeway Park Trail Improvements
Proposed construction includes replacement of the trail system within Freeway Park. An eight foot
wide trail section is proposed.
Lions Park Trail Improvements
Proposed construction includes replacement of the trail system within Lions Park. Parallel biking
and walking trails would be removed and replaced with a single ten foot wide trail section.
Evergreen Park Trail Improvements
Proposed construction includes replacement of the bituminous trail within Evergreen Park.
Replacement of the trail along 70 Avenue is not part of the project. An eight foot wide trail section
is proposed.
Brooklyn Boulevard City Entrance Signs
Proposed improvements include painting the existing City entrance signs and cedar fences
surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park
borders.
69 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 73r
Avenue to 66 Avenue. A ten foot wide trail section is proposed.
Project Summary Page 141
2010 -2024 Capital Improvement Program
Central Park East Trail Improvements
Proposed construction includes replacement of the bituminous trail system within the eastern portion
of Central Park. The trail segment proposed for replacement is between Interstate 94 and the south
City Hall parking lot, east of Shingle Creek. A ten foot wide trail section is proposed along the main
trail corridor and an eight foot wide trail section is proposed for the adjacent pedestrian trails.
Play Ground Equipment Replacement
Proposed construction includes replacing park play ground equipment over a five year period. A
total of 20 parks with playground equipment are located within Brooklyn Center. Four parks are
scheduled for replacement each year over the five year period. An assessment of the play ground
equipment will need to be done to determine replacement priority.
Palmer Lake Trail Mill and Overlay
Proposed construction includes resurfacing of the existing trail system extending around Palmer
Lake. This trail was last reconstructed in 2005 with an expected maximum service life of 15 to 20
years due to the soil stability issues within the park area.
Project Summary Page 142
2010 -2024 Capital Improvement Program
Mir
City of Brooklyn Center
2010 Budget Work Session
Monday, 16 November 2009, 6:30 PM
Capital Project Funds
Table of Contents
Capital Improvements Fund 1-4
Municipal State Aid Construction Fund 5-8
Infrastructure Construction Fund 9-10
Earle Brown Heritage Center Capital Projects Fund 11-14
Street Reconstruction Fund 15-18
r Technology Fund 19-22
Central Garage Operations Fund 23-26
City of Brookfyn Center
2010 Budget
FUND: Capital Improvements Fund 40100
DEPT /ACTIVITY/PROJECT: Capital Improvements Fund 40100
PROFILE
The Capital Improvements Fund provides for the accounting of sources (revenues) and
uses (expenditures) of monies available from a number of sources such as the General
Fund, enterprise funds and public utility funds. Available funds are used to finance
government building and park improvements and to purchase land for public uses such as
parks or other public facilities.
PROJECTS AND PROGRAMS
The City's Capital Improvement Program (CIP) includes a multi -year projection of
ro
capital improvement needs for the park system. Projects proposed for 2010 as p art of the
CIP include the following:
Reconstruction of Kylawn and Firehouse Parks Trails
Reconstruction of Arboretum South Parking Lot
Reconstruction of the Grandview Park Trail
Willow Lane Open Picnic Shelter and Park Improvements
DEPARTMENTAL GOALS
Continue making park improvements in accordance with the multi -year plan and
maintain and improve public facilities to provide for adequate function and accessibility
to all.
PERSONNEL LEVELS
No personnel are assigned to this division.
CAPITAL OUTLAY
Projects as noted above and listed in the 2010 Capital Improvement Program.
1
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9/30/2009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40100 CAPITAL IMPROVEMENTS FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE 55,056- 52,498- 10,300- 2,270- 1,726- 1,726-
4900 OTHER FINANCING SOURCES 126,098- 135,000- 135,000- 188- 135,000- 135,000-
4001 REVENUES 181,154- 187,498- 145,300- 2,457- 136,726- 136,726-
6001 EXPENDITURES/EXPENSES
6199 SUPPLIES 2,400 684
6299 OTHER CHARGES 8, SERVICES 63,143 123,550 20,000 1,876
6500 CAPITAL OUTLAY 45,292 234,229 370,000 235,105 339,000 339,000
6001 EXPENDITURES /EXPENSES 110,835 357,779 390,000 237,664 339,000 339,000
4000 REVENUES AND EXPENSES 70,318- 170,281 244,700 235,207 202,274 202,274
40100 CAPITAL IMPROVEMENTS FUND 70,318- 170,281 244,700 235,207 202,274 202,274
r
2
N M M M M M r M
City of Brooklyn Center
Capital Improvements Fund Cash Flows Analysis
Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024
Revenues
Transfer in General Fund E E S
Transfer in Liquor Fund 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,0DO 135,000 135,000 135,000 135,000 135,000 135,000
Intergovernmental Revenue S S S E
Debt Payment Golf Course E 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000 15,000
Misc Revenue 15.300 2.732 1,726 1.009 (646) 1 176 327 444 621 884 823 341 38 (1 121 638
Total Revenues 150,300 137,732 151,726 151,009 149,354 150,001 150,176 150,327 150,444 150,621 150,884 150,623 150,341 150,038 149,888 150,638
Expenditures
Personal Services S E
Supplies E E
Services 22,230 S S S S
Depreciation E E
Debt Service S S E S
Total Expenditures 22,230
Capital Outlay 135,000 339,000 295.000 S 482.000 S 20,000 115,000 120,000 127.000 115.000 98.000 f, 203,000 207,000 211,000 180.000
Total Cash Requirement 157.230 S 339.000 295.000 482.000 5 20,000 S_ 115.000 120 000 127 Ao0 115,D00 E 98 O00 f 203.000 207,000 211.000 E 180.0 11 E
Beginning Cash Balance 553,315 546,385 345.117 201,843 (129,148) 206 35,207 65,383 88,710 124,154 176,774 124,658 68,281 7,623 (22,339) 127,549
Changes in Assets/Liabililies
Revenues 150,300 137,732 151,726 151,009 149,354 150,001 150,176 150,327 150,444 150,621 150,884 150,623 S 150,341 150,038 149,888 6
Expenditures S (157,230) (339,000) S (295,000) (482,000) (20,000) (115,000) (120,000) (127,000) (115,000) (98,000) (203,000) (207,000) (211,000) (180,000)
Depreciation Add -Beck S S S S
Ending Cash Balance f 646.366 f 346,117 S 201,643 f 1129,1491 f 206 f 35207 65 363 f 66.710 f 124.154 S 176.774 724.666 S_ 66.261 f 7,623 5122 338 f 127..549 5 _278.1377
W
Assumptions:
Expenditures
Capital outlay is from the 2008 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
i
I
This page has been left blank intentionally.
4
City of Brookfyn Center
i 2010 Budget
FUND: Municipal State Aid Construction Fund 40200
DEPT /ACTIVITY/PROJECT: Municipal State Aid Construction 40200
PROFILE
The Municipal State Aid Fund is used to account for monies received from the State as a
portion of shared taxes collected from gasoline taxes. From this fund, the City is
permitted to pay for certain construction and maintenance activities.
PROJECTS AND PROGRAMS
Several projects are scheduled in the Capital Improvement Program (CIP) for the period
of 2010 through 2024. Municipal State Aid allotment payments from Mn /DOT provide
funding for maintenance and reconstruction of MSA designated routes within the City.
DEPARTMENTAL GOALS
Systematically maintain and rehabilitate as necessary the system of State Aid
Streets in accordance with state requirements.
EXPENDITURE DETAILS
6224 Street Maintenance Materials
This item represents the bulk of the materials used to maintain streets designated as
municipal state aid routes. Materials include: hot mix, cold mix, road oil, crack sealant,
sand, rock and concrete.
6226 Signs and Striping Material
Includes the cost of upgrading sign materials pertaining to current reflectivity standards,
posts, preformed pavement markings, paint, etc., used for fabricating and installing signs
and pavement markings on streets designated as municipal state aid routes.
6404 Street Maintenance Services
Provides for annual sealcoating on streets designated as municipal state aid routes.
Project areas are forecast over the next five years using a GIS database in conjunction
with the street reconstruction program. Costs in this area have also increased due to
increases in price for bituminous products.
6530 Improvements
Capital infrastructure improvements for street reconstruction as identified in the Capital
Improvement Program.
CAPITAL OUTLAY
Projects as noted in the 2010 Capital Improvement Program.
5
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9/30/2009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40200 MUNICIPAL STATE AID CONSTRUCT
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE 1,188,845- 701,373- 665,000- 28,263- 749,291- 749,291-
4599 MISCELLANEOUS REVENUE 25,302- 19,812- 20,000- 5,079-
4001 REVENUES 1,214,147- 721,184- 685,000- 33,341- 749,291- 749,291-
6001 EXPENDITURES /EXPENSES
6199 SUPPLIES 24,681 26,249 33,500 19,145 42,000 42,000
6299 OTHER CHARGES SERVICES 769,996 26,955 741,900 37,625 1,248,900 1,248,900
6500 CAPITAL OUTLAY 611,373 12,017
6001 EXPENDITURES /EXPENSES 794,677 664,577 775,400 68,787 1,290,900 1,290,900
4000 REVENUES AND EXPENSES 419,470- 56,607- 90,400 35,445 541,609 541,609
40200 MUNICIPAL STATE AID CONSTRUCT 419,470- 56,607- 90,400 35,445 541,609 541,609
g
s
6
City of Brooklyn Center
Municipal State Aid (MSA) Fund Cash Flows Analysis
Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024
Revenues S
Fund Transfer S
MSA Allotment S 749,291 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000 750,000
Misc. Operating S S
Misc. Non operating (Interest) 5.095 4.063 1.379 171 3,472 S 3.349 4,681 (2.041 174 (2.5001 (1.2381 2.056 (1.534) 1.759 5,068 6.388
Total Revenues 755,386 754,063 5 751,379 750,171 753,472 753,349 754,681 S 747,959 750,174 747,500 748,762 752,056 748,466 751,759 755,068 756,388
Expenditures
Personal Services
Supplies 38,042 42,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000 25,000
Services S 49,642 91,900 65,000 65,000 65,000 65,000 65000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000
Depreciation S
Debt Service
Total Expenditures S 87,684 133,900 90,000 90,000 90,000 90,000 90,000 90,000 90,000 90,000 90,000 90,000 90.000 90,000 90,000 90,000
Capital Outlay 650.000 S 1.157.000 903,000 688.000 397.000 2.009.000 215.000 1.195.000 405.000 1.380.000 401.000 247,591
Total Cash Requirement 737.664 .1.290,900 993 000 90,000 _778.000, 487.000 2.099.000 305.000 1.285,000 49t 90.000 1.470.000 90,000 90,000 491,000 337,591
Beginning Cash Balance 184,281 812,632 275,795 34,174 694,345 669,817 936,166 (408,153) 34,806 (500,020) (247,520) 411,242 (306,702) 357,765 1,013,524 1,277,591
Changes in AssetslLiabtiifies 610,649
Revenues' 755,386 754,063 751,379 750,171 753,472 753,349 754,681 747,959 750,174 747,500 748,762 752,056 748,466 751,759 755,068 756,388
Expenditures (737,684) $(1,290,900) (993,000) (90,000) (778,000) (487,000) $(2,099,000) (305,000) $(1,285,000) (495,000) (90,000) $(1,470,000) (90,000) (90.000) (491,000) (337,591)
Depreciation Add -Back S S S S
Ending Cash Balance S $12.637 S 775.795 S 34.174 f 694.345 669.817 f 936 166 S 1 408,15 3) f 34 -806 S 1500,,020 f (247,5201 S 471.242 f 1 306,702 1 S 367 S 1.01 1.2 77. S 1 696,38
J
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
2009 Allotment of MSA from the State will not change appreciably without major changes in the gas tax or in the aiotmenl of gas tax between tikes
Expenditures
Capital outlay Is from the 2009 CIP and adjusted for estimated ENR Constriction Index for each year in the five year period.
r
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8
City of Brook(yn Center
2010 Budget
FUND: Infrastructure Construction Fund 40700
DEPT /ACTIVITY/PROJECT: Infrastructure Construction Fund 40700
PROFILE
The Infrastructure Construction Fund was formerly titled the Special Assessment
Construction Fund and will continue to account for the financing of improvements
funded all or in part by special assessments and transfers from the public utility funds.
PROJECTS AND PROGRAMS
Projects scheduled in 2010 are listed and described in the Capital Improvement Program
section of the Budget. They include:
Dupont Avenue Neighborhood Street Utility Reconstruction
Twin Lake North Lakeside Avenue Neighborhood Street Utility
Reconstruction
Vincent Neighborhood Street Utility Reconstruction
Wetland 639W Rehabilitation
Shingle Creek Stream Bank Stabilization
DEPARTMENTAL GOALS
Reconstruct/rehabilitate streets and utilities to improve infrastructure.
Enhance the appearance of neighborhoods.
Work cooperatively with other agencies to solve mutual problems that affect the
City's infrastructure.
PERSONNEL LEVELS
No personnel are assigned to this division.
CAPITAL OUTLAY
Projects listed in the 2010 Capital Improvement Program.
9
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9130/2009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40700 INFRASTRUCTURE CONSTRUCTION
4000 REVENUES AND EXPENSES
4001 REVENUES
4399 CHARGES FOR SERVICES 1,433 38,533- 60,000- 96,049- 95,000- 95,000-
4599 MISCELLANEOUS REVENUE 518,356- 476,625- 476,000- 135,815- 405,200- 405,200-
4900 OTHER FINANCING SOURCES 761,564- 3,171,230- 6,331,360- 8,367,800- 8,367,800-
4001 REVENUES 1,278,486- 3,686,388- 6,867,360- 231,864- 8,868,000- 8,868,000-
6001 EXPENDITURES /EXPENSES
6099 PERSONAL SERVICES 770
6199 SUPPLIES 1,383 5,133 616
6299 OTHER CHARGES SERVICES 2,776,943- 3,212,740- 100,395 289,140 760,485 760,485
6500 CAPITAL OUTLAY 4,825,006 5,879,963 7,792,300 817,909 10,104,800 10,104,800
6600 DEBT SERVICE 167 588 237
6001 EXPENDITURES /EXPENSES 2,049,613 2,672,943 7,892,695 1,108,672 10,865,285 10,665,285
4000 REVENUES AND EXPENSES 771,127 1,013,445- 1,025,335 876,808 1,997,285 1,997,285
40700 INFRASTRUCTURE CONSTRUCTION 771,127 1,013,445- 1,025,335 876,808 1,997,285 1,997,285
10
City of Brook&n Center
2010 Budget
FUND: Earle Brown Heritage Center 40800
DEPT /ACTIVITY /PROJECT: Capital Projects
This fund provides for the replacement of fully depreciated or obsolete capital items and
new capital purchases.
CAPITAL OUTLAY Convention Center,
6520 Buildings and Facilities
Harvest, Blacksmith Shop and Stable Roofs
Unit Cost: $63,000
Less Trade -in: -0-
Total Cost: $63,000
6540 Equipment and Machinery
Replace Chiller
Unit Cost: $140,000
Less Trade -in: -0-
Total Cost: $140,000
Electronic Reader Boards for Signage both Inside and Outside
Unit Cost: $128,000
Less Trade -in: -0-
Total Cost: $128,000
Facility Security System
Unit Cost: $35,000
Less Trade -in: -0-
Total Cost: $35,000
11
I
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9/30/2009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40800 EBHC CAPITAL FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE 16,187- 49,957- 4,300- 2,642
4900 OTHER FINANCING SOURCES 230,000- 350,088- 200,000- 109,632- 200,000- 200,000
4001 REVENUES 246,187- 400,045- 204,300- 112,274- 200,000- 200,000-
6001 EXPENDITURES /EXPENSES 53,428 6,250
6500 CAPITAL OUTLAY 40,508 335,798 287,300 141,538 366,000 366,000
6001 EXPENDITURES /EXPENSES 40,508 389,226 287,300 147,788 366,000 366,000
4000 REVENUES AND EXPENSES 205,679- 10,819- 83,000 35,514 166,000 166,000
40800 EBHC CAPITAL FUND 205,679- 10,819- 83,000 35,514 166,000 166,000
12
r rr rr rr rr rr r� r� r� rr r� rr r� r� r r r r� r■�
City of Brooklyn Center
Earle Brown Heritage Center Cash Flows
I
i
Actual Actual Estimated Proposed Projected Projected Projected Projected Projected
2007 2008 2009 2010 2011 2012 2013 2014 2015
Revenues
Customer Receipts 4,219,457 3,831,972 3,378,923 3,687,782 3,872,171 4,065,780 4,269,069 4,482,522 4,706,648
Misc. Operating 4,812 2,936 9,800 9,800 9,800 9,800 9,800 9,800 9,800
Misc. Non operating 54,331 31,443 10,380 6,730 6,144 5,276 4,792 4,726 5,114
Total Revenues 4,278,600 3,866,351 3,399,103 3,704,312 3,888,115 4,080,856 4,283,661 4,497,048 4
Expenditures
Personal Services 909,140 894,062 891,727 960,250 989,058 1,018,729 1,049,291 1,080,770 1,113,193
Supplies 142,428 123,906 124,761 165,122 170,076 175,178 180,433 185,846 191,422
Services 802,619 798,840 819,135 817,257 837,688 858,631 880,096 902,099 924,651
Cost of Good Sold 2,162,075 1,875,280 1,769,076 1,826,803 1,887,683 1,982,068 2,081,171 2,185,230 2,294,491
Depreciation 577,535 579,118 572,301 651,625 575,000 575,000 575,000 575,000 575,000
Debt Transfer
Total Expenditures 4,593,797 4,271,206 4,177,000 4,421,057 4,459,505 4,609,605 4,765,992 4,928,944 5,098,757
Capital Transfer 230,000 235,000 200,000 100,000 100,000 100,000 100,000 100,000
Total Cash Requirement 4,823,797 4,506,206 4,377,000 4,421,057 4,559,505 4,709,605 4,865,992 5,028,944 5,198,757
Beginning Cash Balance 1,141,255 1,151,030 1,153,340 747,744 682,624 586,233 532,484 525,153 568,257
Changes in Assets /Liabilities (22,563) 63,047
Revenues 4,278,600 3,866,351 3,399,103 3,704,312 3,888,115 4,080,856 4,283,661 4,497,048 4,721,562
Expenditures (4,823,797) (4,506,206) (4,377,000) (4,421,057) (4,559,505) (4,709,605) $(4,865,992) (5,028,944) (5,198,757)
Depreciation Add -Back 577,535 579,118 572,301 651,625 575,000 575,000 575,000 575,000 575,000
Ending Cash Balance 1,151,030 1,153,340 747,744 682,624 586,233 532,484 525,153 568,257 666,063
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues from 2011 through 2015 projected to grow 5% per year
Cost of Goods Sold is 48.75% of Total Customer Receipts
Cash Transfer to Capital Eliminated in 2010, dropped to 100,000 per year in 2011 -2015. This allows the CIP to continue.
Personal Services rise by 3% per year 2011 -2015
Supplies costs rise by 3% per year 2011 -2015
Services costs rise 2.5% per year 2011 -2015
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14
Cit Broo C
f k y n Center
t 2010 Budget
FUND: Street Reconstruction Fund 40900
DEPT /ACTIVITY/PROJECT: Street Reconstruction Fund 40900
PROFILE
This fund exists for the accounting of revenues used for the reconstruction of streets. A
majority of the revenue for this fund is derived from franchise fees.
PERSONNEL LEVELS
No personnel are assigned to this activity.
CAPITAL OUTLAY
Projects as noted and listed in the 2010 Capital Improvement Program.
15
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9/30/2009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
40900 STREET RECONSTRUCTION
4000 REVENUES AND EXPENSES
4001 REVENUES
4050 TAXES 658,620- 643,934- 680,000- 327,174 680,000. 68,000-
6
4599 MISCELLANEOUS REVENUE 102,195- 42,606- 35,000- 11,893- 6,071- 6,071-
4001 REVENUES 760,815- 686,541- 715,000- 339,067- 686,071- 686,071-
6001 EXPENDITURES /EXPENSES
6299 OTHER CHARGES 8, SERVICES 6,349 6,539 6,539
6500 CAPITAL OUTLAY 1,153,699 715,692 850,000 1,503,000 1,503,000
6001 EXPENDITURES /EXPENSES 1,153,699 715,692 850,000 6,349 1,509,539 1,509,539
4000 REVENUES AND EXPENSES 392,884 29,152 135,000 332,718- 823,468 823,468
40900 STREET RECONSTRUCTION 392,884 29,152 135,000 332,718- 823,468 823,468
16
X City of Brooklyn Center
Street Reconstruction Fund Cash Flows Analysis
Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2009 2010 2011 2012 2013 2014 2015 2016 2017 2016 2019 2020 2021 2022 2023 2024
Revenues
Fund Transfer 437,447
Franchise Fees 657,712 680,000 680,000 680,000 680,000 700,000 700,000 700,000 700,000 700,000 720,000 720,000 720,000 745,000 745,000 745,000
Misc. Operating
Misc. Non-operating 14,272 6.071 4,141
Total Revenues 671,984 1,123,518 684,141 680,000 680,000 700,000 700,000 700,000 700,000 700,000 720,000 720,000 720,000 745,000 745,000 745,000
Expenditures
Personal Services
Supplies
Services 6,349 6,539 6,736 6,938 7,146 7,360 7,581 7,808 8,043 8,284 8,533 8,789 9,052 9,324 9,603 9,892
Depreciation
Debt Service
Total Expenditures 6,349 6,539 6,736 6,938 7,146 7,360 7,581 7,808 8,043 8,284 8,533 8,789 9,052 9,324 9,603 9,892
Capital Outlay 850,000 1.503,000 1,034000 860.000 866.000 1.002.000 1,040,000 660,000 700.000 1.050.000 1.025,000 950,000 165,000 215,000 731,200 844,517
Total Cash Requirement 856.349 1.509,539 1.040,736 8 66,938 673 ,146 1,009.360 1.047.581 667,8 708,043 1,058,284 1,033,533 958.789 174.052 224,324 740,803 854.409
Beginning Cash Balance 1,398,617 1,214,252 828,231 471,636 284,699 91,553 (217,808) (565,389) (533,197) (541,240) (899,524) $(1,213,056) $(1,451,845) (905,897) (385,221) (381,024)
Changes in Assets/Liabilities
Revenues' 671,984 1,123,518 684,141 680,000 680,000 700,000 700,000 700,000 700,000 700,000 720,000 720,000 720,000 745,000 745,000 745,000
Expenditures (856,349) $(1,509,539) $(1,040,736) (866,938) (873,146) $(1,009,360) $(1,047,581) (667,808) (708,043) $(1,058,284) $(1,033,533) (958,789) (174,052) (224,324) (740,803) (854,409)
Depreciation Add -Back
Ending Cash Balance 1,214,252 628,231 471,636 284,696 91,553 (217,808) (565,389) (533,197) (541,240) S._ 899 ,524) $(1,213 (1,451,845) (905,897 (385, 221) (381,024) (490,4331
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
Year 2009 and forward are predicted on a 3% increase in fees once every three years.
Expenditures
Capital outlay is from the 2009 CIP and adjusted for estimated ENR Construction Index for each year in the five year period.
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18
Cit Broo C Center
�f
2010 Budget
FUND: Technology Fund 41000
DEPT/DIVISION /ACTIVITY: Technology Fund 41000
PROFILE
The Technology Fund was created to provide a mechanism to fund and to plan for capital
projects related to technology and for the acquisition and replacement of technology.
DEPARTMENTAL GOALS
To develop a plan for the replacement of major computer system components, to fund
fiber optic connections to major City operating facilities, and to develop funding plans for
other major systems such as radios. Over time the fund may evolve to provide a general
mechanism to provide for the acquisition and replacement of computer hardware,
software, and peripherals, in addition to radios and major computer system components.
EXPENDITURE DETAILS
91,345 as follows:
7 200 Server Hardware Scheduled Replacements)
P
7,145 Network Hardware (1 Additional Firewall, 2 Wireless Controllers)
2,000 Network Infrastructure (Central Garage Cabling Demolition)
25,000 Security Card Access for City Hall Community Center
10,000 Telephone/Voice Mail System (Supplemental Allotment)
40,000 Security Monitoring for City Hall Community Center
Pursuant to the City Council Resolution No. 2003 -219, the City Council must authorize
expenditures from this fund through the adoption of specific expenditure authorization or
approval of a plan for expenditures from this fund.
PERSONNEL LEVELS
None.
19
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9130/2009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
41000 TECHNOLOGY FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE 23,482- 12,943- 7,700- 2,175-
4900 OTHER FINANCING SOURCES 70,000- 70,000 70,000- 70,000-
4001 REVENUES 93,482- 12,943- 77,700- 2,175- 70,000- 70,000-
6001 EXPENDITURES /EXPENSES
6199 SUPPLIES 19,203 78,896 278,000 59,748 79,345 79,345
6299 OTHER CHARGES SERVICES 20,534 74,681 67,000 65,100 12,000 12,000
6001 EXPENDITURES /EXPENSES 39,737 153,577 345,000 124,848 91,345 91,345
4000 REVENUES AND EXPENSES 53,745- 140,634 267,300 122,673 21,345 21,345
41000 TECHNOLOGY FUND 53,745- 140,634 267,300 122,673 21,345 21,345
20
City of Brooklyn Center
Technology Capital Fund
Actual Actual Actual Estimated Proposed Projected Projected Projected Projected
2006 2007 2008 2009 2010 2011 2012 2013 2014
Revenues
Tranfsfers In 70,000 70,000 70,000 70,000 70,000 70,000 70,000 70,000
Misc. Operating 1,020
Misc. Non operating 18,641 23,482 12,943 2,072 1,532 1,433 1,468 1,694 1,908
Total Revenues 89,661 93,482 12,943 72,072 71,532 71,433 71,468 71,694 71,908
Expenditures
Personal Services
Supplies 42,869
Services 74,671
Depreciation
Debt Transfer
Total Expenditures 117,540
N
Capital Outlay 22,575 39,737 36,027 180,000 91,345 64,560 26,225 28,800 74,945
Total Cash Requirement 22,575 39,737 153,567 180,000 91,345 64,560 26,225 28,800 74,945
Beginning Cash Balance 434,337 486,431 540,176 414,417 306,489 286,677 293,550 338,793 381,687
Changes in Assets /Liabilities (14,992) 14,865
Revenues 89,661 93,482 12,943 72,072 71,532 71,433 71,468 71,694 71,908
Expenditures (22,575) (39,737) (153,567) (180,000) (91,345) (64,560) (26,225) (28,800) (74,945)
Depreciation Add -Back
Ending Cash Balance 486,431 540,176 414,417 306,489 286,677 293,550 338,793 381,687 378,650
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
t
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22
City of Brookfyn Center
r 2010 Budget
FUND: Internal Service Funds Central Garage 70100
DEPT /ACTIVITY/PROJECT: Central Garage Operations 49951
PROFILE
The Central Garage services and provides fuel for a wide range of vehicles such as fire
trucks, police squad cars, dump trucks, mowers, loaders, pickups and staff cars. The
Central Garage also services minor equipment such as chain saws, weed whips, trailers,
pumps and generators. The Central Garage provides emergency repairs and scheduled
maintenance to keep all City vehicles and equipment operating efficiently.
In addition, the Central Garage coordinates vehicle turnover by determining and charging
departments appropriate monthly amounts to ensure that vehicle replacement funds are
available when vehicles are ready for replacement. On an annual basis, replacement
costs, useful lives and salvage values must be individually determined for the entire fleet
to calculate monthly replacement charges.
The Central Garage's fleet is currently comprised of 70 cars and trucks and 73 pieces of
capital equipment. An additional 16 pieces of equipment are specialized and are not
owned by the Central Garage, but are maintained at least in part by the Central Garage.
Finally, the Central Garage maintains about 98 additional pieces of small equipment such
as small mowers, chain saws, weed trimmers, etc.
DEPARTMENTAL GOALS
Perform routine and preventive maintenance for the city's vehicles and capital
equipment.
Determine and maintain sufficient cash balances for future replacement of
equipment.
Purchase new equipment and dispose of old equipment on a scheduled basis.
Provide departments with detailed monthly billings for fuel usage, repairs and
fixed charges.
EXPENDITURE DETAILS
6212 Motor Fuels
This budget item provides funding for the annual cost of purchasing fuel for the City's
vehicle and equipment fleet. Fuel usage is charged back to individual departments on a
monthly basis. This cost estimate assumes a market rate for fuel of 3.00 per gallon in
2010.
6215 Shop Materials
This budget item provides for various small parts used routinely, such as nuts bolts,
clamps, hoses, wiper blades, etc. The budgeted amount has remained the same to cover
the periodic purchase of specialized maintenance manuals on CD and updates.
23
6221 Motor Vehicles
This item includes the cost of a variety of parts used in equipment repair and preventative
maintenance. Actual cost varies each year based on amount of repair work required,
accident damage to repair, etc. Cost is charged to repair orders, which are in turn charged
back to the department leasing the vehicle.
6363 Automotive Insurance
This item provides for the cost of insuring the fleet of vehicles and equipment. These
costs are charged back to the department leasing the vehicle. Insurance costs for
equipment (Inland Marine) are included under object cost 6367.
6401 Motor Vehicle Service
This budget item provides funding for equipment repairs provided by outside services.
Examples include body work, transmission overhauls, windshield replacement, and
installation of specialized equipment. Cost is charged to repair orders, which are in turn
charged back to the department leasing the vehicle.
6540 Equipment and Machinery
This budget item provides funding for the purchase of an analyzer and software for use in
maintaining medium and heavy trucks in the City fleet. These items will improve the
efficiency in diagnosing and maintenance of the medium and heavy trucks in our fleet.
6550 Motor Vehicles
This item includes the scheduled replacement of equipment and vehicles as scheduled in
the Central Garage vehicle fleet replacement cycle. A list of items scheduled for
replacement in 2010 is provided on the following page.
PERSONNEL LEVELS
1 -Crew Leader
2- Mechanic I
1 -Night Service Person
I- Central Garage Administrative Technician
CAPITAL OUTLAY
The following equipment and rolling stock items are scheduled replacement in 2010.
City Dept Description Net Cost
40025 Streets '/z Ton Pick Up 20,350
#0066 Streets Trackless Sidewalk Plow $113,400
#0089 Streets Single Axle Dump Truck $153,300
#0251 Parks 1 Ton Cargo Van 21,000
#0356 Police Radar Trailer 16,100
#0704 EDA Staff Car 17,800
4 Mobile Radios 2.800
Total C.G. Capital Outlay Requests for 2010 $344,750
24
CITY OF BROOKLYN CENTER
Budget Report
2007 2008 2009 9/3012009 2010 2010
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
t010o CENTRAL GARAGE
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE 1,669,713- 1,507,313- 1,817,690- 1,052,985- 1,849,575- 1,849,575-
4900 OTHER FINANCING SOURCES 154,591- 99,209- 30,700- 36,752- 47,500- 47,500-
4001 REVENUES 1,824,303- 1,606,522- 1,848,390- 1,089,737- 1,897,075- 1,897,075-
6001 EXPENDITURES /EXPENSES
6099 PERSONAL SERVICES 301,482 269,302 351,036 242,886 355,033 355,033
6199 SUPPLIES 392,696 486,940 545,160 235,602 485,674 485,674
6299 OTHER CHARGES SERVICES 734,918 836,102 198,634 152,634 215,489 215,489
6500 CAPITAL OUTLAY 271 3,022 924,930 405,274 350,150 350,150
6001 EXPENDITURES /EXPENSES 1,429,366 1,595,366 2,019,760 1,036,396 1,406,346 1,406,346
4000 REVENUES AND EXPENSES 394,938- 11,156- 171,370 53,341- 490,729- 490,729-
70100 CENTRALGARAGE 394,938- 11,156- 171,370 53,341- 490,729- 490,729-
1
25
City of Brooklyn Center
Central Garage Fund
Actual Estimated Proposed Projected Projected Projected Projected
2008 2009 2010 2011 2012 2013 2014
Revenues
Departmental User Fees 1,399,535 1,368,083 1,537,513 1,568,263 1,599,629 1,631,621 1,664,254
Investment Income 107,146 37,835 20,182 21,203 21,432 21,335 21,529
Misc. Non operating 73,036 55,177 47,500 48,450 49,419 50,407 51,416
Total Revenues 1,579,717 1,461,095. 1,605,195 1,637,916 1,670,480 1,703,363 1,737,198
Expenditures
Personal Services 269,302 316,415 355,033 369,234 384,004 399,364 415,338
Supplies 486,940 438,143 485,674 495,387 505,295 515,401 525,709
Services 207,875 192,963 215,489 221,954 228,612 235,471 242,535
Depreciation 631,250 643,875 656,753 669,888 683,285 696,951 710,890
Debt Transfer
N Total Expenditures 1,595,367 1,591,396 1,712,949 1,756,463 1,801,197 1,847,187 1,894,472
rn
CapitalOytlay 668,754 657,600 344,750 505,512 572,115 514,198 397,024
Total Cash Requirement 2,264,121 2,248,996 2,057,699 2,261,975 2,373,312 2,361,385 2,291,496
Beginning Cash Balance 4,317,413 4,180,414 4,036,388 4,240,637 4,286,466 4,266,920 4,305,849
Changes in Assets /Liabilities (83,845)
Revenues 1,579,717 1,461,095 1,605,195 1,637,916 1,670,480 1,703,363 1,737,198
Expenditures (2,264,121) (2,248,996) (2,057,699) (2,261,975) (2,373,312) (2,361,385) (2,291,496)
Depreciation Add -Back 631,250 643,875 656,753 669,888 683,285 696,951 710,890
Ending Cash Balance 4,180,414 4,036,388 4,240,637 4,286,466 4,266,920 4,305,849 4,462,441
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.