HomeMy WebLinkAbout2007 11-19 CCP Joint Work Session with Financial Commission AGENDA
JOINT MEETING CITY COUNCIL- FINANCIAL COMMISSION
MONDAY, NOVEMBER 19, 2007
6:30 p.m.
1. CALL TO ORDER
2. AGENDA APPROVAL
3. BUDGET REVIEW
a. Capital Improvement Program
b. Capital Funds
c. Internal Service Funds
4. OVERVIEW OF 2008 BUDGET
a. General Fund
I b. Property T� Levy
c. Public Utility Rates
d. Staffing Review
5. CAPITAL MAINTENANCE PLAN FOR PUBLIC BUILDINGS
6. FUTURE BUDGET ACTIONS
a. December 3, 2007 Initial Truth in Ta�cation
b. December 10, 2007 Continuation Truth in Taxation and Budget Adoption
c. Other Budget Discussion Items
7. ADJOURNMENT
�emorandum
Date: 15 November 2007
Ta: Honorable Mayor Willson
Ciry Council Members
Members of the Financial Commission
Curt Boganey, City Manager
from: Daniel Jordet, Director of Fiscal Support Services
Re: Joint Work Session on 2008 Budget
On Monday evening, 19 November 2007 at 6:30 PM, the City Council and Financial
Commission wiN meet in a joint working session to review the proposed 2008 Budget
and 2008 Capital Improvements Plan. This meeting will be the finai review of budget
materials before the Truth in Taxation public hearing on Monday, 3 December 2007 at
7:00 PM. The 19 November session will cover the Capital Improvements Plan for 2008
through 2022, the Capital Improvements Funds budgets, two Internal Service Fund
budgets, and will review and update other sections of the budget discussed in prior joint
work sessions.
The Capital Improvements Plan has changed somewhat from the plan adopted for 2007
through 2021. Maintenance and reconstruction of park walking trails has been moved
up on the priority list at the recommendation of the Parks Advisory Commission and with
the concurrence of the City Council. Capital Projects Funds include cash flows analysis
for the first time in 2008. Some flows are adequate while others, such as the Murncipal
State Aid Fund, will require study over the next few years to establish adequate funding
for completion of the Capital Improvements Plan.
Some modifications have been made in the General Fund budget reducing operating
expenditures and allowing an increase in the contingency line item for 2008. Further
information has been received about the impact of property tax decisions. Staffing
changes will be reviewed. Utiliry rate change recommendations will be reviewed.
A detailed plan for repair and maintenance of public buildings has been completed with
the help of Bonestroo Architect, Engineers and Planners. Staff wi11 present preliminary
information about the Plan and some information about recommended funding of the
projects in the Plan.
Please bring the enclosed materials with you to the 19 November 2007 work session. It
would also be helpful to bring your copies of the budget books from the September and
Ocfiober joint work session in case there are questions about items in those books.
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B�ZOCl�LY1Y
CENTER
1 r vement P
rt� ra
15 Year Ca ital m o
p p
Years 2,008-2022
City of Brookiyn Center
For
Streefi Improvements
Public Utilit im
rovements
I YP
I Pa� infrastructure improvements
D RA FT
1
1
November 2fl07
City of BrookCyn Genter
2008 CAPITAL IMPROVEMENT PROGRAM
PROFILE
The 2008 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 tinancing plan that allows the City to allocate funds for these projects based on assigned priorities.
The fifteen-year horizon of the CIP provides the City with an opportunity to evaluate project priorities annually
and to adjust the timing, scope and cost of projects as new information becomes available. The information
contained in this plan represents an estimate of improvement costs based on present knowledge and expected
conditions.
A capital improvement is defined as a major non-recurring expenditure related to the City's physical facilities
and grounds. The 2008-2022 CIP makes a concerted effort to distinguish between majar maintenance projects
contained in the City's operating budgets and capital improvement projects financed through the City's capital
t ct roads u
tilities arks or
funds and propnetary funds. Typical expenditures include the cost to cons ru p
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
1 The Capital Improvement Program proposes capital expenditures totaling $88 million over the next 15 years
for basic improvements to the City's streets, parks, and public utilities. A brief description of the three
functional areas is provided below.
Public Utilities
The City operates five utility systems, four of which have projects included in the CIP —water, sanitary sewer,
storm drainage, and street lighting. 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 �mprovements
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 improvemenfis 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 (2008 2022)
CIP Funding Sources
Capital expenditures by funding source for the fifteen-year periad are shown in Table 1 and the accompanying
chart. Major funding sources are described below.
Public tili Funds
U
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Customers are billed for services provided by the City's water, sanitary sewer, storm sewer, and street lighting
public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that
equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates
the needs of each public utility system and establishes rates for each system to meet those needs.
Capital Projects Fund
r tin
This fund is com rised of transfers from the General Fund, repayment of debt from the Golf Course ope a g
P
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 p�rpose needs.
Special Assessment Collections
Pro erties be efitin from street im rovements are assessed a ortion of the ro'ect costs in accordance with
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I I P P J
P g P
the City's Special Assessment Policy. Every year the Ciry 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 Reonstruction Fund
The Street Construction Fund provides for the cost of local street improvements along roadways that are not
designated as municipal state aid routes. A majority of the revenue for this fund is generated from general
fund transfers and franchise fees charged for the use of public right-of-way by natural gas and electric utility
companies. The City's ability to provide adequate revenue for the Street 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 availabie is approximately $750,000 and
provides for maintenance and construction activities within the City's MSA street system.
TABLE 1— Capital Improvement Program
Summary by Funding Source
Totai Funding
Need Average Annual Percent of
2008-2022 Funding Need Total Need
Water Utility $13,745,000 $916,000 16%
Sanitary Sewer Utility $12,106,000 $807,000 14°l0
Storm Drainage Utility $18,010,000 $1,201,000 20°la
Street Lighting Utility $898,000 $60,000 1
Municipal State Aid $8,996,000 $600,000 10°1a
Street Reconstruction Fund $12,840,000 $856,000 14%
Capital Projects Fund $2,597,000 $173,000 3%
Special Assessment Collections $19,156,000 $1,277,000 22%
TOTAL $88,348,000 $5,890,000� 100%
CIP (2008 2022)
Capital Improvement Program by Funding Source
Water
Special Assessments
22%
I I
Sanit�ary Sewer
Capital Proj
1 3% 1 14%
J iT�
Street Const.
14%
Storm Drainage
0
Street Light
10% 1%
1
Table 2 provides an overview of projects and funding sources for the 2008 Capital Improvement Program.
Annual breakdowns for each project year are accompanied by a brief description of each project.
1
1
1
CIP (2008 2022)
CI P PROJ ECT AREAS
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BROOKLYN
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w Complete (62.3 Miles 59%) Firehouse Park Neighborhood
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BROOKLYN
CENTER
November 2007
Table 2
Capital Improvement Program (2008 2022)
Revised November 9, 2007
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Total Project
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Cost
2008
Maranatha Neighborhood Reconstruction $1,017 $905,000 $0 $1,047,000 $847,000 $780,000 $61,000 $0 $4,657,000
I Lift Station No. 2 Force Main $0 $0 $0 $0 $245,000 $0 $0 $0 $245,000
Northway Drive Reconstruction $362,000 $74,000 $0 $98,000 $19,000 $41,000 $0 $0 $594,000
West Palmer Lake Drive Resurfacing $0 $45 000 $0 $0 $0 $0 $0 $0 $45,000
June Avenue Resurfacing (57th to 63rd Ave) $0 $0 $15 000 $0 $0 $0 $0 $0 $15,000
Shingle Ck Trail Central Park to CR 10 $0 $0 $0 $0 $0 $0 $0 $90,000 $90,000 i
Arboretum South Parking Lot Reconstuction $0 $0 $0 $0 $0 $0 $0 $19,000 $19,000
West Central Park Trail Rehabilitation $0 $0 $0 $0 $0 $0 $0 $135,000 $135,000
69th Ave Sidewalk Replacement $0 $0 $0 $0 $0 I $0 $0 $25,500 $25,500
Xerxes Avenue $376,000 $26,000 $802,000 $0 $90,000 $133,000 i $18,000 $0 $1,445,000
2008 Subtotal $1,755,000 $1,050,000 $817,000 $1,145,000 $1,201,000 $954,000 $79,000 $269,500 $7,270,500
2009
Aldrich Neighborhood $441,000 $801,000 $0 I $1,447,000 $245,000 $132,000 $36,000 $0 I $3,102,000
Wetland 639W participation with SCWMC $0 $0 $0 $165,000 $0 $0 $0 $0 $165,000
Centerbrook Golf Course Watermain Replacement $0 $0 I $0 i $0 $0 $120,000 $0 $0 $120,000
1
Slorm Water Ponds 12-002 8 12-003 Dredging $0 $0 t $0 $110,000 $0 $0 $0 $0 $110,000
Shingle Creek Pkwy/69th Overlay $0 $0 $295,000 $0 $0 $0 $0 $0 $295.000
Emergency Bypass for Lift Station 6 $0 $0 $0 I $0 $98,000 $0 $0 $0 $98,000
Northport Tennis Court Resurtacin_ $0 $0 $0_ I_ $0 $0 $0 $0 $18,000 $18,000
9
West Palmer Park Tennis Court Resurfacing $0 $0 $0 $0 $0 $0 $0 �18,000 $18,000
Riverdale Open Picnic Shelter $0 $0 $0 $0 $0 $0 $0 $65,000 $65,000
2009 Subtotal $441,000 $801,000 $295,000 $1,722,000 $343,000 $252,000 $36,000 $101,000 $3,991,000
2010
Dupont Avenue Reconstruction $816,000 i $0 $1,365,000 $563,000 $308,000 $290,000 I $25,000 I $0 $3,367,000
$53,000 $0 55,319,000
Twin Lake North Lakeside Neighborhood $904,000 $1,305,000 $77,000 $1,108,000 $970,000 $902,000
Vincent Neighborhood $75,000 $117,000 $0 $155,000 $45,000 $26,000 $0 $0 $418,000
Willow Lane Open Picnic Shelter $0 $0 $0 $0 $0 $0 $0 'i $70,000 $70,000
Kylawn and Firehouse Park Trail Rehab. $0 $0 $0 I $0 $0 $0 $0 j $62,000 $62,000
2010 Subtotal $1,795.000 $1,422,000 $1,442,000 $1,826,000 $1,323,000 $1,218,000 $78,000 $132,000 $9,236,000
2011
Logan Neighborhood Reconstruction $972,000 $906,000 $0 $873,000 $395,000 $720,000 $54,000 $0 $3,920,000
Lift Station No. 9 Force Main Replacement $0 $0 $0 $0 $415,000 $0 $0 $0 $415,000
TraHic Signal Replace at SCP and I-94 $0 $0 $303,000 $0 $0 $0 $0 $0 $303,000
Storm Water Pond 12-005 Rehab $0 $0 $0 I $49,000 $0 $0 $0 $0 $49,000
West Palmer Park Building Replacement $0 $0 $0 $0 $0 $0 $0 $270,000 $270,000
Unity Avenue Reconstruction $181,000 $128,000 $0 $89,000 $15,000 $206,000 $13,000 I $0 i $632,000
2011 Subtotal $1,153,000 $1,034,000 $303,000 $1,011,000 $825,000 $926,000 $67,000 $270,000 $5,589,000
Table 2
Capital Improvement Program (2008 2022)
Revised November 9, 2007
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Total Project
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Cost
2012
Evergreen Park Fence Court Reconstruction $0 $0 I $0 $0 $0 $0 $0 $77,000 $77,000
Evergreen Athletic Field Lighting Replacement $0 $0 $0 $0 $0 $0 $0 $105,000 $105,000
Northport Park Building Replacement $0 $0 $0 $0 �0 $0 $0 $275,000 i $275,000
Water Tower No. 2 Painting $0 $0 $0 $0 $0 $718,000_ $0 $0 $718,000
Storm Water Pond 18-001 Rehab $0 $0 $155,000 $0 I $0 $0 $0 $155,000
Storm Water Pond 46-001 Rehab $0 $0 $0 $39,000 $0 $0 $0 $0 $39,000
East Palmer Lake Neighborhood Reconstruction $768,000 $860,000 $0 $756,000 $345,000 $315,000 $40,000 $0 $3,084,000
2012 Subtotal $768,000 $860,000 $0 $950,000 $345,000 $1,033,000 $40,000 $457,000 $4,453,OOC
2013
Basebali Backsto Replacements $0 $0_ I $0 $0 $100 00 I $90, 00 $0 $20,000 i $20,000
Storm Water Pond 60-001 Rehab $0 $0 $0_ $17,000 �0 $0 $0 $0 $17,000
Humboldt Ave N(53rd to 57th) Reconstruction $260,000 i $28.000 $0 $478,000
Kylawn Park Neighborhood Reconstruction $1,358,000 $866,000 j $538,000 $878,000 $1,005,000 $958,000 $51,000 $0 $5,654,000
2013 Subtotal $1,618,000 $866,000 $538,000 $895,000 $1,105,000 $1,048,000 $79,000 $20,000 $6,169,000
2014
t $0 I $75.000 $75,000
Centrai Park Tennis Courts Resur(acing $0 $0 $0 $0 $0 $0
Slorm Water Pond 50-001 Rehab $0 $0 $0 $69,000 $0 $0 $0 $0 i $69,000
Willow Lane Trail Reconstruction $0 $0 $0 $0 i $0 $0 $0 $40,000 $40,000
Wa� stad Park Nei hborhood Reconstruction $1,515,000 $1,002,000 $397,000 $965,000 $1,075,000 $1,005,000 $52,000 $0 $6,011,000
9 9
2014 Subtotal 1 515 000 $1 002 000 $397,000 $1,034,000 $1,075,000 $1,005,000 $52,000 $115,000 $6,195,000
2015
Baseball Fence Replacement $0 I $0 $0 $0 $0 i $0 $0 $35,000 I $35,000
Wa e Tower Noa3 Pa nitinement $0 $0 $0 $0 $0 $0 $0 $28.000 $28,000
g $0 $0 $0 $410,000 $0 $0 $410,000
Lions Park Trail Replacement $0 $0 $0 $0 $g0, 00 $53, 00 �57,000 $57,000
63rd Avenue North Reconsiruction $286,000 $0 $2,009,000 $0 $112,000 $0 $2,550,000
Freeway Park Neighborhood Reconstruction $1,085,000 $1,040,000 $0 I $937,000 $880,000 $820,000 $45,000 $0 $4,807,000
2015 Subtotal $1,371,000 $1,040,000 $2,009,000 $937,000 $992,000 $1,320,000 $98,000 $120,000 $7,887,000
Y Y 9 I I $0 $50,000 $50,000
Evergreeen Park Trail Replacement $0 $0 $0 $0_ $0 $0 I
Brookl n Blvd Cil Entrance Si ns $0 $0 $0 $0 $0 $0 $0 $12,000 $12,000
Slorm Water Pond 12-004 Rehab $0 $0 $0 I $67,000 $0 $0 $0 $0 $67,000
69th Avenue Greenway Fence Rehab $0 $0 $0 $0 $0 $0 $0 $36,000 $36,000
Water Tower No. 1 Paintin $0 $0 i $0 $0 j �0 $360,000 $0 $0 i $360,000
Freeway Blvd West Reconstruction I $235,000 $0 $215,000 $0 $0 $0 $0 $0 $450,000
I
Palmer Lake West Neighborhood Reconstruction $975,000 $660,000 $0 $1,200,000 $813,000 $753,000 i $50,000 $0 $4,451,000
2016 Subtotal $1,210,000 $660,000 $215,000 $1,267,000 $813,000 $1,113,000 $50,000 $98,000 $5,426,000
Table 2
Capital Improvement Program (2008 2022)
Revised November 9, 2007
Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Total Project
Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Cost
2017 $0 $0 i $0 $0 $0 $0 I $0 $115,000 I $115,OOOJ
Eve gre Reconstruction j $1,527,000 i $700,000 i $1,195,000 $1,500,000 $710,000 $1,305,000 $65,000 $0 i $7,002,0001
2017 Subtotal $1,527,000 $700;000 $1,195,000 $1,500,000 $710,000 $1,305,000 $65,000 $115,000 $7,117,000
T018
p $0 $0 $0 $0 $0 $98.000 $98,000
Central Park East Trail Re laceme�t I $0 i $0
Firehouse Park Neighborhood Reconstruction i $1,903,000 $1,050,000 $405,000 $2,116,000 $827,000 $735,000 $70,000 i $0 $7,106,000
2018 Subtotal $1,903,000 $1,050,000 $405,000 $2,116,000 $827,000 $735,000 $70,000 $98,000 $7,204,000
2019
Park Playground Equip Replacement $0 $0_ $0 4 I_ $0 $0 $0 $0 $203,000 $203,000
Interstate Neighborhood Reconstruction $1,120,000 $1,025,000 $0 I $1,670,000 $1,090,000 $1,020,000 $48,000 $0 $5,973,000�
2019 Subtotal $1,120,000 $1,025,000 $0 $1,670,000 $1,090,000 $1,020,000 $48,000 $203,000 $6,176,0001
2020 I
Park Playground Equip Replacement $0 $0 $0 $0 $0 $0 $0 $207,000 $207,000
LogaNLilac/57th Avenue Reco�struction $450,000 $0 $1,075,000 $0 $46,000 4 $150,000 $20.000 $0 $1,741,000
Grandview Neighorhood Reconstruction $2,070,000 $950,000 $305,000 $1,465,000 $1,175,000 $1,100,000 $84,000 $0 $7,149,000
2020 Subtotal $2,520,000 $950,000 $1,380,000 $1,465,000 $1,221,000 $1,250,000 $104,000 $207,000 $9,097,000
2021
Park Playground Equip Replacement i $0 I. $0 $0 I $0 $0 j $0 $0 $211,000 $211,OOOI
Ryan Lake Industrial Park f $335,000 $165,000 j $0 j $437,000 $211,000 $541,000 $32,000 $0 $1,721,000�
2021 Subtotal $335,000 $165,000 $0 $437,000 $211,000 $541,000 $32,000 $211,000 $1,932,000
2022
Palmer Lake Trail Mill and Overla�r $0 $0 $0 I $0 I $0 $0 $0 I $180,000 I $180,000
Northwest Area Neighborhood 51st Ave Mill 8 Ove�lay $125,000 $215,000 $0 i $35,000 $25,000 $25,000 $0 $0 I $425,000
2021 Subtotal $125,000 $215,000 $0 $35,000 $25,000 $25,000 $0 $180,000 $605,000
Maranatha Neighborhood Improvements I
The Maranatha Neighborhood Improvement Proj ect area I I
is bounded by the western city limits, Noble Avenue on
the east, Interstate 94 on the south and 69�' Avenue on
the north. The total project length is 14,341 feet. The
neighborhood consists of approximately 225 residential
zoned properties. y
Streets r
A majority of the streets in the Maranatha Neighborhood
are currently 30 feet wide with no curb and gutter.
Pavement was originally installed between 1954 and �,T�.,� _I
1960. The street pavement is deteriorated throughout
most of the neighborhood due to the age of the pavement and inadequate drainage in most areas.
Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and placement of bituminous street pavement.
Water main
The water main in the Maranatha project area consists of 6-inch and 8-inch diameter cast iron pipe
installed between 1956 and 1974. Scott Avenue and portions of 67"' Avenue contain 12-inch ductile iron
pipe installed in 1974. Lee, Major and 70` Avenue contain 6" ductile iron pipe installed in 1985. Water
records indicate that four main breaks have occurred within the neighborhood. Minor water quality
problems have also been reported by residents. Proposed water main improvements include replacement
of 6 and 8-inch diameter water mains and services in the project area south of 69"' Avenue. Replacement
of water main along 69�'' Avenue, Scott Avenue and the crossings under Interstate 94 are not included
within the scope of this project.
Sanitary Sewer
The sanitary sewer within the neighborhood consists of 8-inch diameter vitrified clay pipe installed
between 1956 and 1966. A majority of the sewer is subjected to frequent problems with root intrusion.
Root sawing must be performed on an annual basis to maintain the system conveyance capacity.
Replacement of sanitary sewer pipes and access structures is also proposed as part of the project.
Storm Sewer
An expansion of the storm drainage system within the project area is necessary to reduce local flooding
and preserve street pavement. Storm water runoff from the western portion of the neighborhood currently
drains overland to a corrugated metal pipe storm sewer along 68"' Avenue eventually discharging into
Toledo Avenue in Brooklyn Park. Runoff from the western portion of the project area drains to one small
diameter storm sewer system at the intersection of Orchard Avenue and 68 Avenue.
Proposed storm sewer improvements include replacement of the undersized storm main along the
eastern boundary of the project, replacement of all corrugated metal storm sewer pipe and expansion of
lateral storm sewer pipes to collect runoff from each street within the neighborhood. Preliminary project
design should also include the evaluation of installing in-line water quality treatment devices to partially
treat storm water runoff prior to discharging from the neighborhood.
Project Summary
t 2008 Capital Improvement Program
Xerxes Avenue Improvements
The Xerxes Avenue Improvement Project area includes Xences Avenue
from Shingle Creek Parkway to the I-694 bridge, Xei from Northway ''�n�„
Drive to T.H. 100, 55` Avenue and 56"' Avenue as shown on the adjacent t
figure. The total project length is 5,003 feet. Adjacent land uses are
�0 RD HD 1p
primarily commercial (C1A and C2) with some multifamily residential
properties near Shingle Creek Parkway and Northway Drive.
Streets N 5
Xerxes Avenue, 55"' Avenue and 56`�' Avenue are designated Municipal
State Aid Routes. The existing streets within the project area have
bituminous pavement with concrete curb and gutter. A majority of these
street segments were constructed in the early 1960s. The current pavement
conditions range from very poor on the north end and fair to poor on the
south end of the project area. A majority of the curb along the southern
end of the project is highly deteriorated.
The proposed improvements, based on a recent condition survey, include
the replacement of 100 percent of the existing curb along Xerxes Avenue south of Northway Drive and 30
percent curb replacement along 55` and 56` Avenues. Pavement improvements include a 3-inch mill and I
overlay along the portion of Xerxes north of I-694 (not pictured above) and full depth pavement
replacement along the remaining portion of Xerxes Avenue as well as 55` and 56' Avenues.
Water main
The existing water main within the project corridor consists of 12-inch diameter cast iron pipe installed in
1961 along Xer}ces Avenue and 6-inch diameter cast iron pipe along 56"' Avenue installed in 1966.
Public water main is not located within 55`� Avenue. Water records indicate one main break has occurred
within the project area. The condition of the existing water main is generally good, except for possible
high corrosion conditions near T.H. 100. Proposed water main improvements could include the
replacement of 12-inch diameter water main along Xerxes Avenue between 55"' Avenue and T.H. 100.
The project cost estimate also includes the replacement of some miscellaneous valves and hydrants as
necessary.
Sanitary Sewer
The existing sanitary sewer within the project corridor consists of 8-inch diameter vitrified clay pipe
installed in 1964. Sanitary sewer is not located within 55` and 56` Avenues. The current condition of
sanitary sewer is generally fair throughout most of the project area. The sanitary sewer is scheduled to be
televised during the planning phase of the project to deternune the extent of necessary repairs. The
current project cost estimate includes replacement of sanitary sewer from 55'�' Avenue to T.H. 100 and
replacement of existing structure castings.
Storm 5ewer
A trunk storm sewer line extends along Xerxes Avenue south of County Road 10 and discharges to the
regional storm water treatment system within the Centerbrook Golf Course. The portion of Xerxes
Avenue north of County Road 10 drains eastward into Shingle Creek. A televising inspection must be
performed to document the condition of the existing pipe. The storm sewer system along Xences Avenue
has not required extensive maintenance in the past. The anticipated drainage improvements include
replacement of catch basin castings and minor pipe repairs.
Project Summary
2008 Capital Improvement Program
Northwa Drive Im rovements
Y P
mmm �J
The Northway Drive Improvement Proj ect
area extends from County Road 10 to Shingle Q
Creek as shown on the adjacent figure. The H
total project length is 2593 feet. Adjacent land `"qy
uses include commercial (C 1 A and C2), and R
high density residential (RS) properties. N�
CORDNOIO
Streets I
The existing streets within the project area 7
have bituminous pavement with concrete curb and gutter. These street segments were constructed in the
1967 and 1969. The current pavement condition is poor due to normal deterioration and several street
patches due to underground utility work. A majority of the existing curb and gutter within the project
area is highly deteriorated. Proposed street improvements include the replacement of 100 percent of the
existing curb and full depth pavement replacement.
Water main
The existing water main within the project corridor consists of 8-inch and 10-inch diameter cast iron pipe
installed in 1967 and 1969. Water records indicate two main breaks have occurred within the
neighborhood. The water main within the project area is generally in good condition. Water main repairs
should be limited to the replacement of miscellaneous valve and hydrants based on current conditions.
Sanitary Sewer
The existing sanitary sewer within the project corridor consists of 8-inch diameter vitrified clay pipe and
8-inch Armco truss pipe installed in 1967 and 1969. Substantial problems with the sanitary sewer in the
project area have not been noted at this time. The sanitary sewer is scheduled to be televised during the
planning phase of the project to deternune the extent of necessary repairs. The current project estimate
includes minor repairs to the sanitary pipe and replacement of structure castings.
Storm Sewer
The storm sewer system along the western portion of Northway Drive drains to the Xerxes Avenue
drainage system. The storm sewer along the eastern portion of Northway Drive flows east and discharges
directly into Shingle Creek. Scheduled storm sewer improvements include the replacement of
approximately 400 feet of piping near the eastern intersection of County Road 10, replacement of catch
basin castings and installation of an in-line sediment removal structure upstream from the discharge outlet
to Shingle Creek.
1
1
Project Summary
2008 Capital Improvement Program
Aldrich Nei hborhood Im rovements
g P
The Aldrich Neighborhood proj ect area extends from Dupont
�r
Avenue to Interstate 94 and from 59` Avenue to 57`�' Avenue. Z z
The project area contains a total of 8,010 linear feet of local
streets. The neighborhood consists of approximately 103 x
residential properties.
Streets a A�
The majority of the streets in the project area were originally
constructed in 1968 through 1969. Existing streets are
t generally 30 feet wide with no curb and gutter. The street
pavement is deteriorated throughout most of the neighborhood
due to the age of the pavement and inadequate drainage.
Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and full depth replacement of bituminous street pavement.
Water main
The existing water main in the Aldrich Neighborhood area consists of 6-inch, 8-inch and 10-inch diameter
cast iron pipe throughout the project area and 24-inch diameter steel water main along 59` Avenue. A
majority of the existing cast iron waterman was installed between 1964 and 1968 and is believed to have
an internal lining. New segments of 8-inch diameter water main and sanitary sewer were installed on the
southern part of Camden Avenue as part of the 1996-06 project. A condition survey must be conducted
for the existing water system in the neighborhood to deternune the extent of corrosion. Water records
indicate one main break has occurred within the neighborhood. The water main is in fair condition based
on current maintenance records. The current project cost estimate includes replacement of watermain
along Aldrich, Bryant and Camden Avenues due to isolated areas of corrosion or as necessary to allow for
the replacement of sanitary sewer and trunk storm sewer within the neighborhood. II
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers along local
streets and a 12-inch diameter reinforced concrete trunk sewer along the Xcel easement between 57�' i,
Avenue and 58"' Avenue. These sewers were originally installed between 1959 and 1962.
Approximately 75 percent of the sanitary sewer is subjected to problems with root intrusion. Root sawing
must be performed on an annual basis to maintain the system conveyance capacity. The condition of the
sanitary sewer system within the neighborhood is rated as fair to poor. The current project cost estimate
includes replacement of approximately 50 percent of the 8-inch diameter sanitary sewer. The sanitary
sewer located along Camden Avenue must be lowered to facilitate the installation of a new trunk storm
sewer between 57` and 59"' Avenues.
Storm Sewer
A substantial portion of the southeastern section of the city drains through two trunk storm sewers located
along 59"' Avenue and along the west side of Interstate 94. These trunk storm sewers, installed in 1952,
are under-sized and do not provide sufficient capacity to convey storm water runoff through the
neighborhood and under Interstate 94. The installation of new trunk storm sewers along Camden Avenue,
59"' Avenue and under I-94 is necessary to prevent local flooding. The current project cost estimate
includes the replacement of storm sewer throughout the project area, boring a new trunk storm line under
Interstate 94 and installation of two precast water quality treatment devises. A detailed description of the
proposed storm drainage improvements are further described in a feasibility report titled "59"' Avenue
Trunk Storm Sewer Improvements" prepared by Bonestroo Associates in 2006.
Project Summary
2008 Capital Improvement Program
Humboldt Avenue South Im rovements
p I
The Humboldt Avenue South project area extends from 53` Avenue to 57"'
Avenue. The total project length is approximately 2,660 linear feet. The
5T7iV A4F M
neighborhood consists of approximately 56 residential properties.
1 �i
Streets
This segment of roadway is a Hennepin County Roadway. Humboldt
Avenue was ariginally 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 K R
for the street and drainage improvements and funding for water main and
sanitary sewer improvements as described below. 55�
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 '°TM�"'�^'
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. i,
e�o �x n
Sanitary Sewer
The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers
were originally installed in 1952. Sanitary sewer between 53` 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
53` 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.
1
1
Project Summary
2008 Capital Improvement Program
Dupont Avenue Neighborhood Improvements
The Du ont Avenue Nei hborhoo rd cn
p g d pro�ect area extends from 73 Avenue to 57
Avenue. The total project length is 10,007 feet. The neighborhood consists of
approximately 140 residential properties and the Brooklyn Center High School
property and one city parcel.
Streets
The entire length of the project area is designated as a Minnesota State Aid Route.
The majority of the streets in the project area were originally constructed between
1963 and 1968. The existing street between 57`� Avenue and 67` Avenue is 42 feet
wide with concrete curb and gutter. The existing street between 67"' Avenue and 73`
Avenue are 30 feet wide with no curb and gutter. The overall pavement condition
rating is fair to poor. Proposed street improvements consist of the reconstruction of L
t the street subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement between 59` Avenue and Lilac Drive N and between
67"� Avenue and 73` Avenue. Proposed improvements for the remaining areas
include 20 percent curb replacement, 10 percent sidewalk replacement and
installation on new street pavement. I
Water ma�n
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 73` Avenue consists of 6-inch and 12-inch cast iron pipe
installed in 1961 and 1962. A majority of the existing water main is believed to have
a cement based internal liner. The corrosion rate within the project area has not been
thoroughly documented at this time. However, there is a history of water main breaks along Dupont
Avenue between 69'�' and 73rd. The current project estimate includes complete water main replacement
between 59` Avenue and Lilac Drive N and between 67`�' Avenue and 73 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 57`�' Avenue
and Lilac Drive N and between 67` Avenue and 73` Avenue.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the existing trunk storm sewer lines flowing to the Mississippi River. These trunk storm
lines area located on 70` Avenue, 65"' Avenue, 59"' Avenue and 57'�' Avenue. The current project cost
estimate includes 100 percent storm sewer replacement between 57�' Avenue and Lilac Drive N and
between 67`�' Avenue and 73` Avenue. The cost estimate also includes the replacement of approximately
5 catch basins and approximately 700 feet of smaller diameter lateral storm pipe in the remaining areas.
Project Summary I
2008 Capital Improvement Program
I
Twin Lake North Improvements
The north portion of the Twin Lake North project area extends v
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 i�
properties (R 1 and R4) and 4 commercial properties (C 1).
4
Streets
S1 Avenue east of Brooklyn Blvd is a designated Municipal
State Aid Route. The majority of the streets in the project area
were originally constructed in 1965 and 1967. Existing streets
are generally 30 feet wide with no curb and gutter. The service
road along Brooklyn Boulevard is currently 25 feet wide. The C/�
street pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is fair to 8
h
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
2008 Capital Improvement Program
Lo an Nei hborhood Im rovements
g g P
The Logan Neighborhood proj ect area extends from Logan Avenue t0 ��6 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 (R1) and 1 multi-family residential property (RS).
Streets Q Y
The majority of the streets in the project area were originally constructed o Z
in 1962 through 1969. Existing streets are generally 30 feet wide with no x r A N
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
placement of bituminous street pavement.
I N
Water main
Existing water main in the Logan Neighborhood area consists of 6-inch y A,TH N y y
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 deternune 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 S 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 71 Avenue, then flowing east to Humboldt Avenue. The current project cost estimate
assumes that an expansion and replacement of a vast majority of the storm sewer system will be necessary
as part of the scheduled neighborhood improvements. The current estimate does not include replacement
of the trunk storm sewer noted above.
Project Summary
2008 Capital Improvement Program
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).
0
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 71S 72° and 73` Circle, are not included as part of the
project. Proposed street improvements consist of the reconstruction of
the of bituminous street pavement and replacement of concrete curb as
necessary based on the extent of water main replacement on the west
side of Unity Avenue.
Water main
The existing water main in the project area is 8-inch and 10-inch
diameter 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
fittings to deternune 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
sto�n sewer as necessary.
Project Summary
2008 Capital Improvement Program
East Palmer Lake Neighborhood Improvements
The East Palmer Lake Neighborhood project area extends from Penn x 1JRa AV£ H
Avenue to Morgan Avenue and from 69th Avenue to 73` Avenue. The 4
project area includes a total of approximately 10,460 feet of local streets.
The neighborhood consists of approximately 169 single family residential
properties.
x
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 Q
curb and gutter. Poor surface drainage and low stability subgrade material
has resulted in deteriorated pavement throughout the neighborhood. x x
Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement
of bituminous street pavement.
Water main
Existing water main in the East Palmer Lake Neighborhood area consists of
6-inch diameter cast iron pipe installed between 1960 and 1969. Water
records indicate that no water main breaks have occurred within the project
area. The Public Utility Division will excavate and inspect various fittings to deternune 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.
1
Project Summary
2008 Capital Improvement Program
I
Kylawn Park Neighborhood Improvements
The north portion of the Kylawn Park Y�
Neighborhood project area extends from County
Road 10 to 61 S Ave, and from June Ave to Y
Brooklyn Blvd. The south portion of the project g
area includes 58` Place and Major Ave. The total r
project length is 15,311 feet. The neighborhood 4 l
consists of approximately 279 residential
properties (R1 and R4) and 1 commercial property I
Streets
June Avenue from County Road 10 to 61 S 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 I
streets are generally 30 feet wide with no curb and
gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement
condition rating is poor. Proposed street improvements consist of the reconstruction of the street
subgrade, installation of curb and gutter to improve drainage and placement of bituminous street
pavement.
Water main
The existing water main on June Avenue is 8-inch diameter cast iron pipe installed in 1955. The I
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
proj ect. I,
t Storm Sewer
The storm water runoff from the southeast portion of the project area is collected in the existing storm I
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.
i
1
Project Summary
2008 Capital Improvement Program
Wangstad Park Neighborhood Improvements
The Wangstad Park Neighborhood extends from �A�
Noble Ave. to Brookl n Blvd and from 63'� Ave.
to 61 Ave. The total project length is 15,884 feet. ��i
The neighborhood consists of approximately 257 r I
residential properties (Rl and R4) and 6 g
commercial properties (C 1).
615i IVE N
Streets H I
June Avenue from 61 to 63` is a designated I I
Municipal State Aid Route. The majority of the
streets in the project area were originally i
constructed between 1966 and 1968. Existing streets are generally 30 feet wide with no curb and gutter. I
The street pavement is deteriorated throughout most of the neighborhood. The overall pavement I
condition rating is 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
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 S 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
2008 Capital [mprovement Program
63 Avenue Improvements
6/,R A1E M
The 63` Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area
contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55
residential properties (R1 to R4) and 1 commercial zoned property (C2).
Streets
This segment of roadway is designated a Municipal State Aid Route. 63` Avenue was originally
constructed in 1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street
improvements consist of the replacement of curb and gutter to improve drainage, full depth replacement
of bituminous street pavement and complete sidewalk replacement.
Water main
The existing water main in the 63` Avenue project area consists of 6-inch and 10-inch diameter cast iron
pipe (CIP) installed between 1956 and 1958. A condition survey must be conducted for the existing
water system in the project area to deternune 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 cunent 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
63` Avenue contains two storm drainage systems. The first drainage system consists of 12-inch and 15-
inch diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm
drainage pond in Cahlander Park. The second storm system ranges from 18-inch to 36-inch reinforced
concrete pipe. This system drains to Brooklyn Boulevard and then to Shingle Creek. The current project
cost estimate includes replacing a majority of catch basin structures, castings and various pipe laterals.
Project Summary
2008 Capital Improvement Program
Freeway Park Neighborhood Improvements
The Freeway Park Neighborhood proj ect area r�
ext�ends from Grimes Ave to Xerxes Ave and from
69 Ave to Interstate 94. The ro'ect area
P J 1
includes a total of approximately 12,869 feet of m
local streets. The neighborhood consists of
approximately 216 residential properties. p�
G R O
StCeetS
e�n� �ve N I
The majority of the streets in the project area were r rE aTE 9.
originally constructed between 1967 and 1968.
f�T`t
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. I
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
2008 Capital Improvement Program
Freeway Boulevard West Improvements
The Freeway Blvd West project area extends from
Xerxes Avenue. to the Shingle Creek Bridge. The m��¢
project area contains a total of 2,826 linear feet of
local streets. The neighborhood consists of
approximately 9 commerciaUindustrial properties.
Streets
I This segment of roadway is designated as a Municipal
State Aid Route. Freeway Blvd was originally �'"'�ti
constructed in 1974. The existing street is generally 1!! f I\��� f
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
I percent sidewalk replacement, 25 percent concrete apron replacement and a 2'/2 -inch mill and overlay of
the bituminous pavement.
I 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
I concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of
8-inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within
the neighborhood is rated as good. The current project cost estimate includes no sanitary sewer
I 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
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I Project Summary
2008 Capital Improvement Program
Vincent Nei hborhood Im rovements
g P
The Vincent Neighborhood project area extends from the '////J� I
Centerbrook Golf Course to 53` Avenue and from Highway j 1V ltLAC DR
100 to Vincent Avenue. The total project length is 1,616 feet.
The neighborhood consists of approximately 15 residential
properties. a�° AvE
z z
w z
Streets Q
The majority of the streets in the project area were originally y
constructed in 1956. Existing streets are generally 30 feet �w x
wide with no curb and gutter. The street pavement is 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 i
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.
1
Project Summary
2008 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 J
gutter. The street pavement is deteriorated throughout most of the I
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.
6YIN A1[ N ('I 4��
Water main
The existing water main is 6-inch diameter cast iron pipe installed in 1956 and 1957. A majority of the
existing water main is believed to have a cement based internal liner. The corrosion rate within the I
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
2008 Capital Improvement Program
i Evergreen Park Neighborhood Improvements
The Evergreen Park Neighborhood project area extends
from Humboldt Ave. to State Highway 252 and from 69`�'
Ave. to 73 Ave. Dupont Ave. is not included in the
project area. The total project length is 16,996 feet. The i
neighborhood consists of approximately 214 residential I J
properties (R1 to RS).
Streets Y
I I'
70`" Avenue is designated as a Municipal State Aid Route. �aTM.K� I
The majority of the streets in the project area were Y
originally constructed between 1963 and 1966. Existing r I
streets are generally 30 feet wide with no curb and gutter.
70` Ave. from Dupont to Hwy 252 has concrete curb and L_
gutter and ranges in size from 30 to 65 feet wide. 7p`
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 deternune 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 of the trunk storm sewer pipe along 70` Avenue must be evaluated to deternune the
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
2008 Capital Improvement Program
Firehouse Park Nei hborhood Im rovements
g P
The Firehouse Park Neighborhood project area extends from y��� i
69` Avenue to Interstate 94 and from Humboldt Avenue to y
Highway 252. Dupont Avenue and 65"' Avenue are not
t included in the project area. The total project length is 1� a
21,456 feet. The neighborhood consists of approximately
305 single family residential properties (R1) and 14 multi- y 3 I
t family properties (R4 and RS). 1
Streets
67` Avenue is designated as a Municipal State Aid Route.
The majority of the streets in the project area were originally
constructed between 1964 and 1967. Existing streets are
generally 30 feet wide with no curb and gutter. The street
pavement is deteriorated throughout most of the
neighborhood. The overall pavement condition rating is
poor. Proposed street improvements consist of the
reconstruction of the street subgrade, installation of curb and
gutter to improve drainage and placement of bituminous
street pavement.
1 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.
1 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
2008 Capital Improvement Program
t Interstate Neighborhood Improvements
The Interstate Neighborhood project area extends from Interstate 94 to 59�'' ��7ERSTATE
Avenue and from Dupont Avenue to Lyndale Avenue. The total proj ect M
length is 14,821 feet. The neighborhood consists of approximately 214
residential properties (Rl).
Streets
The majority of the streets in the project area were originally constructed in
1968 and 1969. Existing streets are generally 30 feet wide with concrete
curb and gutter. The street pavement is showing signs of distress
throughout most of the neighborhood. Proposed street improvements
consist of the replacement of curb and gutter as necessary and placement of
bituminous street pavement.
Water main
The existing water main in the project area consists of 6-inch and 8-inch diameter cast iron pipe installed
in 1969. Colfax Avenue contains a 24-inch steel water main installed in 1964. A majority of the existing
water main is believed to have a cement based internal liner. There is no history of water main breaks in
the project area. In 2019, the water main system will be in service for 50 to 55 years. Cast iron water
main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer.
The current project estimate assumes complete replacement of the water main to facilitate the sanitary
sewer replacement noted below.
Sanitary Sewer
The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in
1960. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root
intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance
capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete
replacement of all sanitary sewer pipes and access structures are proposed as part of the project.
Storm Sewer
A majority of the storm water runoff from the project area is collected in the existing storm sewer system
and conveyed to the storm trunk line on 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 Neighborhoad 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.
1
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Project Summary
2008 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 �TM ��f H
Drive N to Dupont Avenue and Lilac Dr. N W I
from Logan Avenue to 59` Avenue. The total �I--�'�
project length is 3,761 feet. The neighborhood i i �T��
consists of approximately 19 residential W m+
properties (R1 to RS) and 5 commercial zoned f;;;
properties (C1 and C2).
I I f
m
Streets m
.�E x
t The entire project area is designated as a a i r�
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 i
scheduled neighborhood improvements. I
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Project Summary
2008 Capital Improvement Program
Grandview Park Neighborhood Improvements
The Grandview Park Neighborhood project area extends Interstate 694 �v
to 57 Avenue and from Logan Avenue to Dupont Avenue. The total rtil
project length is 28,821 feet. The neighborhood consists of
approximately 345 residential properties (R1) and 4 multi-family
properties (R6).
1
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. 4
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 I
system within the neighborhood.
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Project Summary
2008 Capital Improvement Program
i
Ryan Lake Industrial Park Improvements
The Ryan Lake project area includes Lilac Drive N from �,,�1,
48` Avenue to the dead end, 48"' Avenue and Dusharm
Drive from Drew Avenue to the dead end and 47 P
Avenue from Drew Avenue to the dead end. The total
project length is 1,932 feet. The neighborhood consists
�87H Ay� T(
of approximately 12 industrial properties and 3 multi-
family properties (RS).
17TN Ay£ N
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
street sections are 25 to 40 feet wide with no curb and gutter. The street pavement is deteriorated and in
poor condition. Proposed street improvements consist of the reconstruction of the street subgrade,
installation of curb and gutter to improve drainage and placement of bituminous street pavement.
Water main
The existing water main on Lilac Drive N and 48` Avenue consists of 10-inch diameter cast iron pipe
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 I
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 I
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. j
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 i
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.
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Project Summary I
2008 Capital Improvement Program
Park and Trail Improvements
City of Brooklyn Center
Shingle Creek Trail Improvements
Proposed construction includes replacement of the trail system along Shingle Creek from the south
City Hall parking lot to County Road 10. Parallel biking and walking trails would be removed and
replaced with a single ten foot wide trail section.
Arboretum Park South Parking Lot Reconstruction
I Proposed construction includes replacement of the bituminous pavement within the south parking lot
of Arboretum Park.
West Central Park Trail Improvements
Proposed construction includes replacing the bituminous trail systern within Central Park west of
Shingle Creek. The project cost estimate includes relocation of a portion of the bituminous trail
along Shingle Creek away from the creek edge to prevent flooding and sinking of the new trail. An
ei�ht foot wide trail section is proposed.
69` Avenue Sidewalk Improvements
Proposed construction includes replacing portions of the concrete sidewalk and bituminous trailway
along 69` Avenue from the west city limits to Brooklyn Boulevard. The bituminous trail segments
in the project area are in poor condition and the concrete sidewalk segments are in fair to good
condition. The existing bituminous trail segments are located between the west City limits and
Toledo Avenue and between Perry and Noble Avenues. The remaining pedestrian path is conerete
sidewalk. The project cost estimate assumes replacement of the existing bituminous trail with
concrete sidewalk and replacement of approximately 25 percent of the remaining concrete sidewalk.
Alorthport Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
Northport Park. Maintenance of this facility has become an increased priority due to the elimination
of tennis courts within Kylawn Park in 2007.
West Palmer Park Tennis Court Resurfacing
Proposed construction includes the resurfacing and rehabilitation of the tennis courts located within
West Palmer Park. Maintenance of this facility has become an increased priority due tc� the
elimination of tennis courts within Kylawn Park in 2007.
Riverdale Park Open Picnic Shelter
Proposed construction activities include the replacement of the existing shelter building with a small
picnic shelter and installation of one security light. The picnic shelter structure would be similar in
design to the open picnic shelters located within Firehouse Park and Happy Hollow Park.
Park and Trail lmprovements
?008 CIP
Willow Lane Park Open Picnic Shelter
The former Willow Lane Park building was lost to a tire 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.
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 bitumi�ous trail system alon� 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
systern. The project does not include substantial expansion of the current lighting system.
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
1 Proposed construction includes replacement of fhe 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.
Park und Trail lmprovements
2008 CIP
Baseball Fence Replacement
Proposed canstruction 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 walkmg trails would be removed and replaced with a single ten foot wide trail section.
Evergreen Park Trail Improvements
Pro osed construction includes re lacement of the bituminous trail within Evergreen Park.
P P
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
sunounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park
borders.
69` Avenue Greenwa Fence Rehabilitation
Y
Proposed construction includes refinishing the wood fence along the north side of the 69 Avenue
greenway between Brooklyn Boulevard and Palmer Lake Drive.
West River Road Trail Improvements
Proposed construction includes replacement of the bituminous trail along West River Road from 73`
Avenue to 66` Avenue. A ten foot wide trail section is proposed.
Central�Park East Trail Improvements
Proposed construction includes replacement of the bituminous trail system within the eastern portion
of Centrai 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 repiacement 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.
Park and Trai! Improvements
2008 CIP
Storm Water Improvements
Wetland 639W
The Twin and Ryan Lakes Nutrient TMDL Report and the 2003 Twin Lc�kes Munagement
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. Three alternatives for achieving this have been proposed in past studies: l.)
partial diversion of flow around the wetland; 2.) dechannelization and increased storage
within the wetland; and 3.) an alum ferric chloride treatment system. The initial project
development phase would include a feasibility study to determine the most appropriate
and cost effective option for achieving a reduction in phosphorous loads release from the
wetland.
This project would be implemented through a cooperative arrangement between the
Shingle Creek Watershed Management Commission and the Cities of Brookl}m 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 blocka es and other miscellaneous maintenance issues. Below is a description
g
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.
Storm Drainage Project Summuries
?008 CIP
Pro e'm r ve e n i t of re airin er s'on reas and removal of a ortion of the
pos d i p o m nts co s s p g o i a p
accumulated sediment.
Storm Water Pond 12-003
Pond 12-002 is located within the west central portion of the golf course and includes a
concrete headwall structure connecting Ponds 12-002, 12-003 and 12-004. The basin
receives runoff from approximately 400 acres within the southv�est portion of the City,
the same drainage area as 12-002. Pond deficiencies noted during the inspection include
shoreline erosion along the north and east sides of the pond. The concrete headwall
structure is filling with sediment with an average of one foot of sediment in the trench
and three feet of sediment near the weir outlet. Proposed improvements consist of
repairing erosion areas, removal of sediment from the headwall trench and near the
outlets of the headwall structure.
Storm Water Pond 12-004
Pond 12-004 is located within the northern portion of the golf course. The basin receives
runoff from the Brookdale Shopping Center. The pond has lost approximately 20 percent
of the wet volume due to sediment accumulation over the first 8 years of operation. By
the year 2016, the pond is expected to loose approximately 45 percent of the wet volume
due to sediment accumulation. Proposed work consists of the removal of accumulated
sediments to restore the water quality treatment function of the storm water pond.
Storm Water Pond 12-005
Pond 12-005 receives runoff from the upstream ponds 12-002 and 12-004. The condition
survey revealed that an excessive volume of sediment has accumulated in the pond and
has decreased the wet storage volume necessary to provide water quality treatment. The
proposed work consists of removing the accumulated sediment.
Storm Water Pond 18-001
Pond 18-0O1 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 quaiity benefit. The proposed improvements consist of excavating wet
Stor�n Drainage Project Surrimaries
2008 CIP
stora e volume below the invert of the outlet i e to increase the water ualit treatment
g PP q Y
performance of the basin.
Storm Water Pond 50-001
Pond 50-001 is located within Cahlander Park. The pond receives runoff from
approximately 230 acres of upstream residential development. Due to the large
watershed to pond area ratio, this pond is subject to higher rates of sediment
accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted
in the sediment during the most recent site inspection. The proposed project consists of
dredging and properly disposing of sediment from the pond and repairs to various
shoreline erosion issues.
Storm Water Pond 60-001
Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within
Central Park. The pond receives runoff from approximately 85 acres of upstream
residential development. This pond was constructed in 2003. By 2013, preliminary
estimates indicate that approximately 30 to 40 percent of the wet volume will be lost due
to sediment accumulation. The proposed work consists of removal of sediment and
installation of a skirnmer structure to enhance the water quality treatment performance of
the pond.
Storm Drainage Project Summaries
2008 CIP
Miscellaneous Water Main and Sanitary Sewer Improvements
Lift Station No. 2 Force Main
Lift Station No. 2, located along Lyndale Avenue, receives wastewater flow from a service area of
approximately 1,680 acres or approximately 30 percent of the city. Wastewater ts then pumped into
a force main that conveys the flow south from the lift station to a point approximately 7�0 feet south
of 53 rd Avenue in Minneapolis. The force main then crosses under Interstate Highway 94 and
discharges to a Metropolitan Council Environmental Services (1VICES) interceptor locatzd on the
west side of Interstate Highway 94.
The portion of the force main extending from the lii� station to the highway crossin� was originally
installed in 1959. The force main crossing under the highway was replaced around 1980 durin�;
expansion of Interstate 94. As-Built record plans for the newer segrnent of force main under the
highway are not available in the City's engineering records. Sewer utility staff inembers have
indicated that this segment of force main was constructed with ductile iron pipe.
Significant leakage or breakage of the force main along the Mississippi River p�ses risk of
environmental impacts to surrounding surface waters. Wastewater discharged from a break of this
force main would be released directly into the Mississippi River. Emergency by-pass pumping
would be very difficult to implement. The installation of temporary piping or hoses from the lift
station, across the 53"� Avenue Bridge, to the downstream MCES interceptor would require several
hours to implement in order to by-pass the existing force main.
The proposed force main replacement project would consist of constructing approximately 2000 feet
of 16-inch diameter ductile iron force main parallel to the existing force main alignment. The
feasibility study for the project should investigate the possibility of maintaining the existing force
main for use as an emergency by-pass line. Replacement of the force main will require coordination
with the City of Minneapolis, the Minnesota Department of Transportation, and Three Rivers Park
District.
Emergency Bypass for Lift Station No. 6
Lift Station No. 6, located at 3900 Lakebreeze Avenue, receives wastewater flow from a service area
of approximately 130 acres within the southwest portion of the city. Wastewater is then pumped into
a force main that conveys the flow north from the lift station under the Canadian Pacific Railroad
tracks to a Metropolitan Council Environmental Services (MCES) interceptor extending along 50`
Avenue North.
Prior to the Trunk Highway 100 improvements at the France Avenue interchange, the city had a
casing under the railroad tracks for the purposes of installing an emergency by-pass line from the lift
station to the MCES interceptor along 50` Avenue. During the TH 100 project, this casing was
removed as part of the grade adjustments completed along the railroad tracks. Installation of a
temporary by-pass line from the lift station to the interceptor would be very difficult and time
consuming now that a casing under the railroad tracks is not available. In the event of a force main
break, wastewater would be discharged into the MnDOT right-of-way and eventually into
downstream surface waters until an emergency bypass could be installed.
Misc. Wuter and Sewer Project Summary
2008 C/P
The proposed project consists of installing a new 10-inch diameter casing under the railroad tracks by
horizontal directional drilling methods. Access structures would also be placed at both the north end
and south end of the casing to allow access for installation of a temporary bypass hose.
Centerbrook Golf Course Water Main Improvements
Proposed construction includes replacement of the existing 16-inch diameter steel watermain through
the Centerbrook Golf Course from Russell Avenue to the Shin�;le Creek pedestrian bridge.
Replacement of an existing 16-inch valve near Water Tower No. 3 is also included in the project. A
section of this water main was excavated in 2005 to repair a leak. Further inspection revealed that
the timber pilings were partially deteriorated and isolated sections of the exterior coating on the steel
water main were beginning to fail.
Water Tower No. 1 Painting
The 500,000 gallon elevated storage tank located at 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.
1
Misc. Water and Sewer Project Summury
1008 CIP
i 1
2008 Budget
r Capita! Improvement Program
Capital Funds
Internal 5ervice Funds
6eneral fund Review
Property 7ax levy Review
Utility Rates Review
Staffing Review
Capital Maintenance Plan for Public Buitdings
Table of Contents
Capital improvement Program see attached book
Capitat Fund�s
Capital lmprovements Fund 1-5
MSA Fund 6-10
Infrastructure Construction fund 11-14
Street Reconstruction'Fund 15-18
Earle Brown Heritage Center Capital Fund 19-24
Techna4ogy Capital Fund 25-28
{nternai Service Funds
Post Employment Retirement Benefit 29-32
Employee Compensated Absences Fund 33-36
Generai Fund Review 35A
Property Tax Levy Review 37-42
Public Utility Rates Review 43�56
Staffing Review 57-58
Capital Maintenance Ptan for Public Buildings 59-60
C''L�J Of Bf'00� L'e'IZte?'
r 2008 �udget
FUND: Capital Improvements Fund 40100
DEPT/ACTIVITY/PROJECT: Capital Improvements Fund 40100
PROFILE
The Capital Improvements Fund provides far 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 five-year projection of capital
improvement needs for the park system. Projects proposed for 2008 as part of the CIP
include the following:
Shin�le Creek Trail: Proposed construction includes replacement of the trail system
along Shingle Creek from the south City Hall parking lot to County Road 10.
Parallel biking and walking traits would be removed and replaced with a single ten
foot wide trail section. 90,000 has been budgeted far this project.
Arboretum South Parkin� Lot: Proposed construction includes replacement of the
bituminous pavement within the south parking lot of Arboretum Park. 19,000 has
been budgeted for this project.
West Central Park Trail Rehabilitation: Proposed construction includes replacing the
bituminous trail system within Central Park west of Shingle Creek. The project cost
estimate includes relocation of a portion of the bituminous trail along Shingle Creek
away from the creek edge to prevent flooding and sinking of the new trail. An eight
foot wide trail section is proposed. 135,000 has been budgeted for this project.
69` Avenue Sidewalk Reolacement: Proposed construction includes replacing
portions of the concrete sidewalk and bituminous trail way along 69 Avenue from
the west city limits to Brooklyn Boulevard. The bituminous trail segments in the
project area are in poor condition and the concrete sidewalk segments are in fair to
good condition. The existing bituminous trail segments are located between the west
City limits and Toledo Avenue and between Perry and Noble Avenues. The
remaining pedestrian path is concrete sidewalk. The project cost estimate assumes
replacement of the existing bituminous trail with concrete si2lewalk and replacement
of approximately 25 percent of the remaining concrete sidewalk. 25,500 has been
budgeted for this project.
DEPARTMENTAL G���,S
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.
1
r
PERSONNEL LEVELS
No personnel are assigned to this division. I I
CAPITAL OUTLAY
Projects as noted above and listed in the 2008 Capital Improvement Program.
2
CITY OF BROOKLYN CENTER
Budget Report
2005 2006 2007 10131/2007 2008 2008
Actual Actual Final YTD Recommended Approved
Object Code Descnption Amount Amount Budget Actual Budget Budget
40100 CAPITAL iMPRObEMENTS FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE
4340 STATE REVENUE
4370 OTHER GRANTS/AID
4373 OTHER GRANTS/AID 10,000-
4370 OTHER GRANTS/AID 10,000-
4300 INTERGOVERNMENTAL REVENUE 10,000-
4599 MISCELLANEOUS REVENUE
4600 MISCEL�ANEOUS REVENUE
4603 INTEREST EARNINGS 27,144- 34,785- 21,640- 9,522- 9,522-
4605 UNREALIZED INVESTMENT GAIN/LOS 1,304- 145-
4606 OTHER REVENUE 15,OU0- 15,000-
4612 DONATIONS 8 CONTRIBUTIONS 25,7'18-
4600 MISCELLANEOUS REVENUE 28,448- 34,929- 47,358- 24,522- 24,522-
4599 MISCELLANEOUS REVENUE 28,448- 34,929- 47,358- 24,522- 24,522-
4900 OTHER FINANCING SOURCES
4911 SALE OF PROPERTY 606- 602- 1,098-
4912 CAPITAL CONTRIBUTIONS 24,031- 22,767-
4915.1 TRANSFERS FROM LIQUOR FUND 125,000- 125,000- 125,000- 135,000- 135,000-
4900 OTHER FINANCING SOURCES 149,637- 148,369- 125,000- 1,098- 135,000- 135,000-
4001 REVENUES 188,086- 183,299- 125,000- 48,456- 159,522- 159,522-
6001 EXPENDITURES/EXPENSES
60H9 PERSONAL SERVICES
6100 WAGES AND SALARIES
6120 RETIREMENT CONTRIBUTIONS
615o WORKER'S GOMPENSATION
6199 SUPPLIES
6210 OPERATING SUPPLIES
6220 REPAIR 8 MAINT SUPPLIES
6240 SMA�L TOOLS MINOR EQUIPMENT
6242 MINOR EQUIPMENT 6,738 9,852 2,400
6240 SMALI. TOOLS MINOR EQUIPMENT 6,738 9,852 2,400
6199 SUPPLIES 6,738 9,852 2,400
6299 OTHER CHARGES SERVICES
6300 PROFESSIONAL SERVICES
6302 ARCH, ENG PLANNING 22,078 25,095 17,056 17,056
6303 LEGAL SERVICES 120 392
i' 6307 PROFESSIONAL SERVICES 1,41U 556
6300 PROFESSIONAL SERVICES 120 23,488 26,043 17,�56 17,056
6330 TRANSPORTATION
6340 ADVERTISING
3
i
CITY OF BROOKLYN CENTER
Budget Report
20fl5 2006 20D7 10/31/2007 200$ 2008
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6342 IEGAL NOTICES 708 512
6340 ADVERTISING 708 512
6350 PRWTING AND DUPIICATiNG
6351 PRWTING 2,�39 i
6350 PRINTINGANDDUPLICATING 2,139
6360 WSURANCE
6380 UTILITY SERVtCES
6400 REPAIR 8 MAINT SERVICES
6409 OTHER REPAIR 8 MAINT SVCS 102,511
6400 REPAIR MAINT SERVICES 102,511
6410 RENTALS
6420 IS SERVICES/LICENSES/FEES
6440 OTHER EXPENSES
6441 LICENSES, TAXES FEES 1,085 10,560
6449 OTHER CONTRACTUAL SERVICE 746
6440 OTHER EXPENSES 1,830 10,560
fi47o TRANSFERS AND OTHER USES
6476 CAPITAL PROJECT FUNO TRANSFER 1,200
6470 TRANSFERS AND OTHER USES 1,200
6299 OTHER CMARGES S SERVICES 103,831 26,027 39,254 17,056 17,D56
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
I
6520 BUIIDINGS FACILITIES 826 I
6530 IMPROVEAAENTS 199,880 476,282 215,000 14,519 269,500 269,500
652a BUILDINGS FACILITIES 200,706 476,282 215,000 14,519 269,500 269,500
6500 CAPITAL OUTLAY 200,706 476,282 215,0�0 14,519 269,500 269,500
I
6001 EXPENDITURESIEXPENSES 311,275 512,160 21S,OOQ 56,173 286,556 286,556
4000 REVENUES AND EXPENSES 123,189 328,862 90,000 7,718 127,034 127,034
40100 CAPITAI IMPROVEMENTS FUND 123,189 328,862 90,000 7,718 127,034 127,034
�I
4
s
City of Brooklyn Center
�apital Improvements Fund Cash Flows Analysis
Adual Adual Actual Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
Revenues
Transfer in General Fund 140,000 g g
Transfer in Liquor Fund 125,000 125,000 125,000 125,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000 135,000
Intergovernmental Revenue 106,200 10.000 g
Debt Payment Golf Course 35,000 50,000 7,512 15,000 10,000 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 132,246 51,885 58,298 48,456 10,024 7,393 8,170 6,371 5,766 (643) 1,549 1,873 2,091 2,740 3,050 3,693 2,234 653
Total Revenues 538,446 236,885 190,810 188,456 155,024 157,393 158,170 158,371 155,766 149,357 151,549 151,873 152,091 152,740 153,050 153,693 152,234 150,653
�xpenditures
Personat Services S S 3 S S S S S S S
Supplies S S S S
Services 6,928 21,660 16,559 17,056 17,567 18,094 18,637 19,196 19,772 20,365 20,976 21,606 22,254 22,922 23,609 24,317 25,047
Depreciation
S S S S
Debt Service S S S
TotalExpenditures 6,928 21,660 16,559 17,056 17,567 18,094 18,637 19,196 19,772 20,365 20,976 21,606 22,254 22,922 23,609 24,317 3 25,047
CapitalOutlay 487,765 310,074 490,499 255,000 269,500 101,000 130,000 270,000 457,000 20,000 115,000 120,000 98,000 115,000 98,000 203,000 207,000 211,000
Total Cash Requirement 494,693 310,074 512,159 271,559 286,556 118,567 148,094 288.637 476,196 39,772 S 135,365 140,976 119,606 137,254 120,922 226,609 231,317 236,047
Beginning Cash Balance 906,810 951,483 879,120 584,298 501,195 369,663 408,489 418,564 288,298 (32,132) 77,453 93,636 104,533 137,018 152,504 184,633 111,716 32,633
Changes in AssetslLiabilities 920 826 26,527
Revenues 538,446 236,885 190,810 188,456 155,024 157,393 158,170 158,371 155,766 149,357 151,549 151,873 152,091 152,740 153,050 153,693 152,234 150,653
Expenditures (494,693j (310,074) (512,159) (271,559) (286,556) (118,567) (148,094) (288,637) (476,196) (39,772) (135,365) (140,976) (119,606) (137,254) (120,922) (226,609) (231,317) (236,047)
Depreciation Add-Back
Ending Cash Balance S 951,483 S 879,120 5 584.298 S 501.195 S 369,663 S 408,489 S 418,564 S 288.298 S 132,1321 S 77,453 S 93.636 S 104.533 S 137,018 S 152,504 184,633 5 111,716 5 32.633 S 152,7611�
Assumptions: I
Expenditures I
Capitai outlay is from ihe 2008 CIP and adjusted for astimated ENR Construdion Index for each year in the five year period. I
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i
City of BrookCyn Center
2008 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 2008 through 2022. Municipal State Aid allotment payments from Mn/DOT provide
funding for maintenance and reconstruction of MSA designated routes within the City.
1 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
$22,100
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. This amount has risen considerably because of the rise in oil
prices and its effect on bituminous products prices.
6226 Signs and Striping Material
$4,800
Includes the cost of high intensity grade sheeting sign blanks, 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
$33,400
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
significantly due to increases in price for bituminous products.
6530 Improvements
$817,000
Capital infrastructure improvements for street reconstruction as identified in the Capital
Improvement Progzam.
CAPITAL OUTLAY
Projects as noted in the 2008 Capital Improvement Program.
6
CITY OF BROOKLYN CENTER
Budget Report
2005 2006 2007 10/31/2007 2008 2008
Actual Actual Final YTD Recommended Approved
Object Code Descnption Amount AmouM Budget Actual Budget Budget
40200 MUNICIPAL STATE AID CONSTRUCT
i
4000 REVENUES AND EXPENSES
4001 REVENUES
43Q0 YNTERGOVERNMENTALREVENUE
4340 STATE REVENUE
4343 MUNICIPAL STATE AID, STREETS-M 90,000- 90,000- 95,900- 9�,000- 90,000- 90,000-
4344 MU NICIPAL STATE AID,STREETS-C 764,117- 455,832- 673,442- 420,804- 724,000- 724,000-
4340 STATE REVENUE 854,117- 545,832- 769,342- 510,804- 814,000- 814,000-
i
4370 OTHER GRANTS/AID
4300 INTERGOVERNMENTAL REVENUE 854,117- 545,832- 769,342- 510,804- 814,000- 814,000-
4599 MISCELLANEOUS REVENUE
4600 MISCELlANEOUS REVENUE
4fiO3 INTEREST EARNINGS 11,976- 19,300- 10,000- 22,404- 10,000- 10,000-
4605 UNREALIZED INVESTMENT GAIWLOS 60-
4600 MISCELLANEOUS REVENUE 11,976- 19,361- 10,000- 22,404- 10,000- 10,00�-
4599 MISCELLHNEOUS REVENUE 11,976- 19,361- 10,000- 22,404- 10,000- 10,00�-
4900 OTHER FINANCWG SOURCES
4001 REVENUES 866,092- 565,192- 779,342- 533,208- 824,0�0- 824,000-
6001 EXPENDITURES/EXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SA�ARIES
6120 RETIREMENT CONTRIBUTIONS
6150 WORKER'S COMPENSATION
6199 SUPPLIES
6210 OPERATING SUPPLIES
6220 REPAIR 8 MAINT SUPPLIES
6224 STREET MAINT MATERIAL& 14,093 14,939 19,950 20,543 22,t00 22,100
6226 SIGNS STRIPING MATERIALS 2,901 2,714 3,000 3,001 4,800 4,800
fi220 REPAIR MAINT SUPPLIES 16,994 17,653 22,950 23,544 26,900 26,900
6199 SUPPLIES 16,994 17,653 22,950 23,544 26,900 26,900
6299 OTHER CHARGES 8 SERVICES
6300 PROFESSIONAI SERVICES
6330 SRANSPORTATION i
6340 ADVERTISING
6400 REPAIR MAINT SERVICES
6404 STREET MAINT SERVICES 32,400 17,897 35,900 35,899 33,400 33,400
6400 REPAIR MAINT SERVICES 32,400 17,897 35,900 35,899 33,400 33,400
6440 OTHER EXPENSES
6449 OTHER CONTRACTUAL SERVICE 404
6440 OTHER EXPENSES 404
6470 TRANSFERS AND OTHER USES
6476 CAPITAL PROJECT FUND TRANSFER 56,056
6470 TRANSFERS ANO OTHER USES 56,056
7 I
GTY OF BROOKLYN CENTER
Budget Report
2005 2006 2007 10/31/2007 2008 2008
Actual Actual Final YTD Recommended Approved
Object Gode Description Amount Amount Budget Actual Budget Budget
6299 OTHER CHARGES 8 SERVICES 32,804 17,897 35,900 91,955 33,400 33,400
6500 CAPITAL OUTLAY
6501 CAPITAL OUTLAY
6530 IMPROVEMENTS 1,244,014 381,444 843,000
6501 CAPITAL OUTI.AY 1,244,014 381,444 843,000
6500 CAPITAL OUTLAY 1,244,014 381,444 843,000
6001 EXPENDITURES/EXPENSES 1,293,812 416,995 901,850 115,499 60,300 60,300
4000 REVENUES AND EXPENSES 427,719 148,198- 122,508 417,709- 763,700- 763,700-
40200 MUNICIPAL STATE AID CONSTRUCT 427,719 148,198- 122,508 4t7,709- 763,700- 763,700-
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9 I
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Ciry ot Brooklyn Centar
Munieipal State Aid (MSA) Fund Cash Flaws Analysis
Actual Actual Actual Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projeded Projected Projected Projected Projected Projected
2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2�14 2015 2016 2017 2018 2019 2020 2021
Reveqaos
Fund Transfer S S S 3
KSA A6otmeM 694,510 854,117 545,832 510,804 748,814 750,000 750,000 750,000 750,000 750,000 750,000 750,000 S 750,000 750,000 750,000 750,000 75D,000 750,000
Misc.Operating 3,555 S S 8
Misc. Non-operating (Interesq 3,543 11,976 19,361 26,884 271 4,961 9,475 12.105 17,607 6,950
TotalRevenues 701,608 866,093 565,193 537,688 749,085 750,000 754,961 750,000 750,000 759,475 782,105 767,607 750,000 750,000 750,000 750,000 756,950 750,000
Expendituras
Personal Services S S S S S S S S S
Supplies S 23,544 26,900 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 35,551 91,955 33,400 65,000 65,000 65,000 65,000 65,000 65,000 65,000 65,000 3 65,Q00 65,000 65,000 65,000 65,Q00
Depreciation 8 S
DebtService 2.294 10,580 3,652 9,021 302 11,Q08 6,126 7,311
TotalExpenditures 3 S 35,551 115,499 60,300 92,294 90,000 100,580 93,652 90,000 90,000 90,000 99,021 90,302 101,008 96,126 90,000 97,311
Capital Outlay 533,816 1,293,812 381,445 727,501 817.000 295,000 1,442,000 303,000 538,000 397,000 2,009,000 215.000 1,195,000 405,000 1,380,000
TotalCash Rsquirsm ent 533,816 1,293,812 416,996 843,000 877.300 3 387,284 S 1.532,000 403,580 S 93,652 628,000 487,000 2,099,000 $_314,021 1,285,302 50fi 96,126 1,470,000 97.311
Beginning Cash Balance 5,304 98,362 262,795 13,539 S (114,676) 248,030 (529,010) (162,590) 473,758 605,234 880,338 (451,055) (75,076) (550,378) (306,386) 347,488 (365,562)
Changes in Assets/Liabilities (162,488) 520,777 16,236 56,056 a 5 S S S
Revenues' 701,608 866,093 565,193 S 537,688 749,085 3 750,000 S 754,961 S 750,000 750,000 3 759,475 762,105 767,607 3 750,000 750,000 750,000 750,000 756,950 750,000 i
ExpendiWres 3 (533,816) S (1,293,812) (416,996) (843,000) (877,300) (387,294) (1,532,000) a (403,580) 3 (93,852) (628,000) S (487,000) y (2,099,OOD) (314,021) (1,285,302) (506,008) (96,126) (1,470,000) (97,311) i
Depreciation Add-eack 3 3 3 3 S S 3 R S S I
Ending Cash Balancs S 5,304 i 98,3B2 S 262.795 13,538 S (114,876) t 248,03� S 1529,010) S (782.590) S 473.758 5 60b,2S4 S 880,338 5 (451,0551 S 175,0761 S (550,378) S (306,386) S 347,488 S (365,562) i 287,127
I
Assumptions: I
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenuss
2008 Allotment of MSA from lhe State of Minnesota wiil not change appreciably without major changes in the gas tax or in the alotment of gas tax between ciiles
Expsnditures
Capital oupay is from lhe 2008 CIP and adjusted for estimated ENR Construction Index for each year in ihe five year period.
This page has been leR� blank intentionally.
I
City of �rool�Cyrz Center
2008 Budget
FUND: Infrastructure Construction Fund 40700
DEPT/ACTNITY/PROJECT: Infrastructure Construction Fund 40700
I 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 2008 are listed and described in the Capital Improvement Program
section of the Budget. They include:
Maranatha Neighborhood Reconstruction
Lift Station No. 2 Force Main
Northway Drive Reconstruction
West Palmer Lake Drive Resurfacing
June Avenue Resurfacing (57` Avenue to 63` Avenue)
Shingle Creek Trail Rehabilitation
Arboretum South Parking Lot Reconstruction
West Central Park Trail Rehabilitation
69 Avenue Sidewalk/Trail Replacement
Xerxes Avenue Reconstruction
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
NQ personnel are assigned to this division.
CAPITAL OUTLAY
Projects listed in the 2008 Capital Improvement Program.
11
CITY Of BROOKLYN CENTER
Budget Report
2005 2006 2007
10/31/2007 2008 2008
Actual Actual Final YTD Recommended Approved
pbjecz Code Oescription Amount Amount Budget Rctual Budget Budget
40700 INFRASTRUCTURE CONSTRUCTION
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAt REVENUE
4320 MISC FEDERAL GRANTS �3�4�3'
4340 S7ATE REVENUE
4362 COUNTY GRANTS/AID 3,915-
4340 STATE REVENUE 3,915-
4370 OTHER GRANTS/AID
4300 INTERGOVERNMENTAL REVENUE 73,473- 3,915-
4399 CHARGES FOR SERVICES
+1430 CHGS FOR SERVICES-PUBLIC WORKS
4431 WEED CUTTING CHARGES 525- 18,163- 1,000- 25,850- 10,000- 10,000-
4434 DISEASED TREE REMOVAL 23,515- 8,525- 10,000- 41,820- 20,000- 20,�00-
4430 CHGS FOR SERVICES-PUBLIC WORKS 24,040- 26,688- 11,000- 67,470. 30,000- 30,000-
A70- 30,000- 3p,000-
1000 67,
4399 CHARGES FOR SERVICES 24,040 26,688- 1,
4599 MISCELLANEQUS REVENUE
4600 MISCELLANEOUS REVENUE I
4601 SPECIALASSESSMENTS 352,111- 286,751- 380,000- 410,441- 400,000- 400,000- �i
4602 SPECIAL ASSESS-PENALTIES INT 2,665- 3,701- 108-
4603 �NTEREST EARNINGS 3,314- 881-
4606 OTHER REVENUE 3,085- 1,240- 36,073-
4607 SPEC ASSESS WTEREST 31- 46-
46D0 MISCELLANEOUS REVENUE 361,174 292,604- 380,000- 44fi,668- 400,000- 400,000-
4599 MiSCELLANEOUS REVENUE 361,174- 292,604- 380,000- 446,668- 400,000- 400,000-
4900 07HER FINANCING SOURCES
4915 TRANSFERS IN 147,907- 5,855,700- 56,056- 5,515,000- 5,515,000-
4921 REFUNDS 8 REIMBURSEMENTS 483-
4931 80ND SALES 1,420,390- 2,500,000- 2,5�0,000-
4933 DISCOUNT ON BONO SALES
4900 OTHER FINANCING SOURCES 1,560,412- 5,855,700- 56,539- 8,015,000- 8,015,000-
5550 DIRECT COST OF SALES
4001 REVENUES 458,687- 1,883,619- 6,246,7�0- 570,677- 8,445,000- 8,445,000-
6U01 EXPENDITURES/EXPENSES
6099 PERSONAL SERVICES
6100 WAGES AND SALARIES
6101 WAGES SALARIES-FT EMPLOYEES 716,793 110,020
6102 OVERTIME-FT EMPLOYEES 17,474 21,738
6103 WAGES-PART TIME EMPLOYEES 13,319 11,972
6104 OVER7IME-PART TIME EMPLOYEES 231 23
6100 WAGES ANO SALARIES 147,877 143,753
6120 RE7IREMENT CONTRIBUTIONS
6122 PERA COORDINATED PtAN 7,924 8,352
6125 FICA 9,469 9,351
6126 MEDICARE CONTRIBUTIONS 2,214 2,18Z
6120 RfTIREMEN7 CONTRIBUTIONS 19,607 19,890
12
i
CITY Of BROOKLYN CENTER
Budget Report
2005 2006 2007 10/31/2D07
2U08 2008
Actuaf Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actuai Budget Budget
6150 WORKER'S COAAPENSATION
6751 WORKER"S COMP INSURANCE 158 1,440
6150 WORKER'S COMPENSATION 158 1,440
6099 PERSONAL SERVICES 167,581 165,083
6199 SUPPIIES
6200 OFFICE SUPPLIES
6210 OPERATING SUPPLIES
6219 GENERAL OPERATING SUPPLIES 502 2,430 1,116
6210 OPERATING SUPPLIES 502 2,430 1,116
6220 REPAIR 8 MAINT SUPPUES
6226 SIGNS 8 STRIPING MATERIALS 2,561
6227 PAINT SUPPLIES 301
6220 REPAIR MAIN7 SUPPLIES 30t 2,581
6230 REPAIR MAINT SUPPLIES-OTHER
6239 OTHER REPAIR MAINT SUPPLIES 3,400
6230 REPAIR MAINT SUPPLIES-OTHER 3,400
6240 SMALL TOOLS MINOR EQUIPMENT
6199 SUPPLIES 4,202 5,011 1,116
6299 OTHER CHARGES 8 SERVICES
6300 PROFESSIONAL SERVICES
6302 ARCH, ENG PLANNING 280,536 58,008 126,881
6303 LEGAL SERVICES 2,289 270 637
6307 PROFESSIONAL SERVICES 79,039 107,689 10,596 30,000 30,000
6300 PROFESSIONAL SERVICES 361,B64 165,967 138,115 30,000 30,000
6320 COMMUNICATIONS
6321 TELEPHONEJPAGERS 1,857 1,328 452
6320 COMMUNICATIONS 1,857 1,328 452
6330 TRANSPORTATION
6331 TRAVEL EXPENSff/MILEAGE 17
6333 FREIGHT/DRAYAGE 32
6330 TRANSPORTATION 48
6340 ADVERTISING
6342 I.EGAL NOTICES 1,952 1,346 2,112
6340 ADVERTISING 1,952 1,346 2,112
6350 PRINTING AND DUPLICATING
6351 PRINTING 2,946 1,971 2,697
6350 PRINTING AND DUPLICATING 2,946 1,971 2,697
6 00 PAIR 8 MAINT SERViCES
4 RE
6405 PARK 8 LANDSCAPE SERVICES 63,469 49,483 67;841
6409 OTHER REPAIR MAINT SVCS 8,296
6400 REPAIR MAINT SERVICES 71,765 48,483 67,841
6440 OTHER EXPENSES
6441 LICENSES, TAXES FEES 11,455 3,690 2,055
6449 OTHER CONTRACTUAL SERVICE 7,012 4,192
13
CITY OF BROOKLYN CENTER
8udget Report
2005 2006 2007 10/31/2007 2008 2008
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
6440 OTHER EXPENSES 18,467 7,882 2,055
6470 TRANSFERS AND OTHER USES
6472 ENGINEERING SERVICE 7RANSFER 300,000 250,000 250,000
6470 TRANSFERS AND OTHER USES 300,000 250,000 250,000
6490 OTHER MISC COSTS/EXPENSES
6499 EXPENSES REIMBURSED 4,973,704- 2,863,710-
6490 OTHER MISC COSTS/EXPENSES 4,973,70M 2,883,710-
6299 OTHER CHARGES SERVICES 4,214,805- 2,635,732- 2'13,271 280,000 280,000
6500 CAPITAL OUTLAY i
6501 CAPITAL OUTLAY
6570 LAND 24,'167
6530 IMPROVEMENTS 6,007,421 3,968,891 7,151,800 3,521,915 7,270,500 7,270,500
6501 CAPITAL OUTLAY 6,007,421 3,968,691 7,151,800 3,546,082 7,270,500 7,270,500
6500 CAPITALOUTLAY 6,007,421 3,968,891 7,151,800 3,546,082 7;270,500 7,270,500
6600 DE$T SERVICE
6621 PAYING AGENT/OTHER FEES 1,108 540 167
6600 DEBT SERVICE t,108 540 167
6001 EXPENDITURES/EXPENSES 1,965,508 1,503,793 7,151,800 3,760,636 7,SSD,500 7,550,500
4000 REVENUES AND EXPENSES 1,506,821 379,826- 905,100 3,189,960 894,500- 894,500-
40700 INFRASTRUCTURE CONSTRUCTION 1,506,821 379,826- 905,100 3,789,960 894,500- 894,500-
�I
I
i
I
14
I
j L'Z� O�B?'00� L'e'iLte'/'
2008 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
1 Pro�ects as noted and listed in the 2008 Capital Improvement Program.
15
CITY OF
BROOKLYN CENTER
Budget Report
2
005 2006 20D7 10/31l2007 2008 2008
Actual Actual Final YTD Recommended Approved
Object Code Descnption Amount Amount Budget Actual Budget Budget
40900 STREET RECONSTRUCTION
4000 REVENUES AND EXPENSES
4001 REVENUES
4050 TAXES
4160 GENERAL SALES AND USE TAXES
4181 FRANCHISE FEES 662,614- 658,410- 665,000- 494,436- 660,000- 660,000-
4160 GENERAL SALES AND USE TAXES 662,614- 658,410- 665,000- 494,436- fi60,000- 660,000-
4050 TAXES 662,614- 658,410- 665,000- 494,436- 660,000- 660,000-
4599 M15CELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 42,991- 91,487- 83,735- 50,000- 50,000-
4605 UNREALIZED INVESTMENT GAIN/LOS 1,674- 416-
4600 MISCELLANEOUS REVENUE 44,665- 91,903- 83,735- 50;000- 50,000-
4599 MISCELLANEOUS REVENUE 44,665- 91,903- 83,735- 50,000- 59,000-
490o OTHER FINANCING SOURCES
4975 TRANSFERS W 555,000-
4900 OTHER FINANCING SOURCES 555,000-
4001 REVENUES 1,262,278- 750,313- 665,000- 578,171- 710,000- 710,000-
6001 EXPENDITURES/EXPENSES
6299 OTHER CHARGES SERVICES
6A90 OTHER MISC COSTS/EXPENSES
6500 CAPITAL OUTLAY
fi501 CAPITAL OUTLAY I
6530 I M PR OV E M ENTS 940, 961 6 t 7,673 1,190, 500 1, 050, 000 1,050
6501 CAPITAL OUTLAY 940,961 617,673 1,190,SOD 1,050,000 1,050,000
6500 CAPtTAL OUTLAY 940,961 617,673 1,190,500 1,050,000 1,050,000 �I
6001 EXPENDITURES/EXPENSES 940,961 617,673 1,190,500 1,050,000 1,D50,000
4000 REVENUES AND EXPENSES 321,317- 132,640- 525,500 578,171- 340,000 340,000 I
40900 STREET RECONSTRUCTION 321,317- 132,640- 525,500 578,171- 340,000 340,000
16
r
City of Brooklyn Center
Strset Reconstructio� Fund Cash Flows Analysis
Actual Actuat Actual Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projecied Projected Projected Projected Projected Projeded
2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
Revenues
Fund Transfer 620,464 555,000
Fra�chise Fees 612,079 662,614 658,410 659,348 660,000 680,000 680,000 680,000 S 680,000 680,000 700,000 700,D00 700,000 70�,000 700,000 720,000 720,000 720,000
Misc.Operatin9 S S S S S S S
Misc. Non-operating 9,457 44,665 y 91.903 91,482 50,000 16,000 14,OQ0 g
Total Revenues 1,242,000 1,262,279 750,313 750,730 g 710,000 696,000 694,000 680,000 680,000 680,000 700,000 700,000 700,000 700,000 700,000 720,000 720,000 S 720,000
Expenditures
Personal Services g a
Supplies S S S 8 S S S
Services S 3 S S S 3 S
Depreciation 3 S 3 S g g S S S
Debt Service S S S S S S S S S S
Total Expenddures 5 S S S S S 5 3 S S
CapilalOutlay 3 S 940,961 617,673 g 1,190,500 1,050,000 a 801,108 1,422,000 1,034,000 860,000 866.000 1,002,000 1,040,000 660,000 700,000 1,050,000 1,025,000 950,000 165,000
Total Cash Requirement 3 g 940,961 617,673 1,190.500 1,050.000 y 8 01,108 5 1,4 y 1.034 ,000 g 860,000 866,000 1, 002,000 1,040,000 6 60,000 7 0 0,0 00 1, 0 50, 000 1,02 5,000 g 9 50,000 165,000
Beginning Cash Balance 263,891 1,360,763 1,683,214 1,815,313 S 1,375,543 1,035,543 930,435 202,435 (151,565) (331,565) S (517,565) (819,565) (1,159,565) (1,119,565) (1,119,565) (1,469,565) (1,774,565) (2,004,565)
Changes in Assets/Liabilities (165,128) 1,133 �sa,� a s s s a s a S
Ravenues• 1,242,000 1,262,279 750,313 750,730 710,000 696,000 694,000 680,000 680,000 680,000 700,000 700,000 700,000 700,000 700,000 720,000 720,000 720,000
ExpendRures (940,961) (617,673) (1,190,500) (1,050,000) (801,108) (1,422,000) (1,034,000) (860,000) (866,000) (1,002,000) (1,040,000) (660,000) (700,000) (1,050,000) (1,025,000) (950,000) (165,000j
Depreciation Add-Back g g g g a
Ending Cash Balance S 1,360,763 5 1,683,214 L815,313 S 1,375,543 S 1,035,543 S 930,435 S 202.435 5 1151,5651 f331,5651 S IS17,5851 1819,5651 S 11.159,5651 t H,119,5651 !(1,119,5651 H,469,5651 S H,774.5651 5(2,004.5651 S 11.449,565)
Assumptionr. I
Cash basis
Ali assumptions are predicted on Cash Basis presentation.
Revenues
I,
2004 Franchise Fee revenues reFlect only 11 months of collections because of implementatio� date. I
Year 2008 and forward are predicted on 3% increase in fees each year.
Expenditures
Capital outlay is from the 2006 CIP and adjusted for estimated ENR Construction index for each year in the five year period.
N
This page has been let� blank intentionally.
City of Brook yC n Center
2008 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
Rotunda Roof and Carriage Hall Metalwork
Unit Cost: $60,000
Less Trade-in: -0-
Total Cost: $60,000
Energy Management System (HVAC)
Unit Cost: $75,000
Less Trade-in: -0-
Total Cost: $75,000
Inn carpet replacement (Earle Brown house, Foreman's House and Link)
Unit Cost: $30,000
Less Trade-in: -0-
Total Cost: $30,000
6540 Equipment and Machinery
Compactor Replacement
Unit Cost: $25,000
Less Trade-in: -0-
Total Cost: $25,000
Tele hone S stem
P Y
Unit Cost: $40,000
Less Trade-in: -0-
Total Cost: $40,000
Main Large Marquee Electronics
Unit Cost: $50,000
Less Trade-in: -0-
Total Cost: $50,000
19
CITY OF BROOKLYN CENTER
Budget Report
2005 2006 2007
10/31/2007 2008 2008
Actual Actual Final YTD Recommended Approved I
Object Gode Description Amount Amount Budget Adual Budget Budget
40840 EBHC CAPITAL FUND
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE
4600 MISCEtLANEOUS REVENUE I
4603 INTEREST EARNINGS 3,625- 10,759- 6;000- 12,073-
4605 UNREALIZED INVESTMENT GAIN/LOS 174- 60-
4600 MISCELLANEOUS REVENUE 3,799- 10,819- 6,000- 12,073-
4599 MISCELLANEOUS REVENUE 3,799- 10,819- 6,000- 12,073-
4900 OTHER FINANCING SOURCES
4915 TRANSFERS W 67,000- 300,000- Z00;000- 230,000- 200,400- 200,000- II
4921 REFUNDS REIMBURSEMENTS 60,000- 2,000-
4900 OTHER FINANCING SOURCES 127,000- 302,000- 200,000- 230,000- 200,000- 200,000-
i
4001 REVENUES 130,799- 312,819- 206,000- 242,073- 200,000- 200,000-
6001 EXPENDITURES/EXPENSES
6240 SMALL TOOLS MINOR EQUIPMENT
6243 MINOR COMPUTER EQUIPMENT 1,828
6240 SMAI.L TOOLS MINOR EQUIPMENT 1,828
6300 PROFESSIONAL SERVICES
6307 PROFESSIONAL SERVICES 1,154
630U PROFESSIONAL SERVIGES 1,154
i
6340 ADVERTISING
6400 REPAIR MAIN7 SERVICES
6500 CAPITAL OUTLAY
6501 CAPITA� OUTLAY
6520 BUILDINGS 8 FAGILITIES 78,036 122,000 t65,000 165,000
6530 IMPftOVEMENTS 137,899 327
6540 EQUIPMENT 8 MACHINERY 109,083 39,403 45,000 20,029 115,000 115,000
6580 INFORMATION SYSTEMS 12,OOU i
6501 CAPITAL OUTLAY 246,982 118,765 1�9,000 20,029 280,000 280,000
i
i
6500 CAPITAL OUTLAY 246,982 118,785 179,000 2�,029 280,000 280,000 I
6001 EXPENOITURES/EXPENSES 249,964 118,765 179,000 20,029 280,000 280,000
4000 REVENUES AND EXPENSES 119,165 194,053- 27,000- 222,044- 80,000 80,000
40800 EBHC CAPITAL FUND 119,165 194,053- 27,000- 222,044- 80,000 80,040
2�
I,
EARLE BROWN HERITAGE CENTER
2006-2035 CAPITAL IMPROVEMENT PLAN (revised October 25, 2007)
�(In dale ortler wtth yeady totals with values pnmadly at 2007 costs)
Acquisition Acquisition Estimated Acquisition or
Caaital Item Year Cost Useful Life Reoiacement Year Estimated Cost
I Reolace Garden Citv caroet I 19991 I 71 20061 30,000 I
i Add doubie combi oven �New I I 151 20061 40,000 I I
I Replace Admm Office carpet I 1989) 1 101 20061 15,000 I I
I Reolace HaroesULobbv�MaN caroe( I 19991 I 71 20061 40,000 I I
1 Repaidreoaint water tower I 19901 I 15•201 20061 15,000 I S 140,000 I
I I i i I I I I,
1 Document Imaainq Svstem INew I I I 20071 12,000
I Caotain's/Estate/Loft Caroet I 20001 15,000 I 71 20071 18,000 I
I Sealcoat both East parkinq lots I 19991 81 2007� 15,000 I I
1 Upqrade fire alarms (visual alert) INew I I I 2007� S 30,000 I
I Water Tower I 19891 I I 20071 204,250 S 279,250
I I I I I i I I
I Rotunda roof 8 CH metaiwork I 19891 I 201 20081 &0,0001
I Enerqv Manaqement Svstem (HVAC) I 19991 15,500 I 101 2008� 75,000 I I
I Comoactor I 19901 11,375 I 201 2008� 25,000 I I
Inn carpet EB, Foreman's, Link I 1989� I I 20081 30.000 I
Phone Svstem I 19981 32,000 I 101 20081 40,000 I
Main larqe marauee+electronics 1 19891 I 191 20081 a 50,000 I S 280.00b
I I I I I I I
CH Wail Panels I 19891 72.000 I 151 20091 108,00a I
I Raolace combi ovan I 15901 14,165 I 151 20091 3 40,000 I
I Tearoff/Replace Stable Roof I 19891 I 20� 20091 3 28;000 I
I Inn caroet Carnaae Farmhouse I 1989� I I 2009� 40,000 I S 216,000 I
I I I I I I I I
Rep�ace chiller I 1989) I 201 2p101 16U,000 I I
Reolace HarvesU8lacksmith roof I 19901 I 201 20101 20,000 I
Reolace D Bam rooi I 19901 I 201 20101 24 000 I S 204�000
F�ve� lrear�Si�btata6 ��F. p_.. F'�,
i I I I
I Carnaae Hall caroet I 20051 50,000 81 2011 I$ 60,000 I
CH divider wali (reoair/replace) I 19891 I 201 2011 I$ 35,000 I
Replace one boiler (Covention Center) I 19891 I 141 2011 I$ 15,000 I
I ReDlace one boiler (Inn) 19891 I 201 2011 I� 10,000 I I
TacklMoraan/Ha0 caroet I 2004� 15,000 71 2011 I$ 30.000 I S 150,000
I I I I I
Hippodrome roof (eadm) 19901 S 91,575 I 20 2012� S 100.000 1
I 1 S 10a,o00 I
I I f I I I I
I Reolace Garden Citv Caroet I 20061 I 71 20131 35,000 I
I Replace HarvesULobbv/Halt caroet 2006) 20,000 I 71 20131 45.000 I
Replace Inn roofs I 19891 I 20-251 20131 S 45,000 I; 125,000
t I I I I
Add kitchen walk-in cooler I 19901 3.664 I I 20141 30,�00 I I
Caotain's/Estate/Loft Caroet I 20071 18,000 I 71 20141 S 25,000 I
Renlace Harvest divider walls I 1999� I 151 20141 S 20,000 I
Reolace staqina I 19901 19,925 I 151 20141 38,000 I; 113.000
I I I I I I
Parkino lot mill and ove�lav �East lots) I 19991 I 161 20151 70 000 I S 70.000
f" �ae Ye�rSubt�taf r`r f� t� ::���.���k�ti -�4 .`.��k t K
�k..
1 I I I
I I 20161 l S
I I I I I i
Camaoe Hall carpet I 2011 I 8 50,000 61 20171 S 50.000 I t 50,000
I I I I I
I I I I I I
I Tack/Morqan/Hali camet I 2011 I$ 15,000 I 71 20181 30,000 I S 3�.000
M I I I I 1
I Reolace Garden CiN caroet' I 20121 I 71 2�191 3 35;000 I f 35,000
I I I
Main kitchen dishwasher f 20051 S 75,000 I 151 2U201 S 75,000 I
Reolace HarvesULobbv/Hall caroet I 20131 3 40,000 I 71 20201 S 50,000 I j
I Man Lift I 20051 15 000 I 151 20201 S 15 000 I S 140,000
Fl1l� �8$I' $`fJ�YqfA� �'ta °Y'� e.., �";���y�,,��f 3� fi::�'�`„�" s
v� -i
_1
Acquisition Acquisltion Estimated Acquisition or
1
Capital Item Year Cosf Useful Life Realaceme�t Year Estimated Cost
I I I I
I Parking lot mili and overlaY 20051 70,000 I 161 2021 I S 70.000 I
I Replace Admin Office car�et I 20061 18,000 I 151 20211 23.000 I
I Sealcoat original parking lot I 20131 15.000 I 01 2021I 15,000 I S 108.DOQ I
1 I I I I I I
I Replace one boiler I 20071 15,000 I 15I 2022� 15.000 I S 15.000
1 I I I I
I Carriage Hal1 car�et I 2017� 50,000 1 61 20231 50.000 I I
I Sealcoat both East qarking lots I 2015� 15,000 81 2023� 15,000 I S 65,000 I
I I I I I
I I I I 20241 I S I
1 I I I 1
I Tack/Morqan/Hall caroet I 2018� 15,000 I 71 20251 15,000 I f 85,000
I, Flve��l�oar�ii�dfotat ..�.�;k E ?�?'�;�7:w� ,._,x
I I f
t e z��n:
I. Replace Garden Citv caroet I 20191 30,000 I 71 2026� 30.000 1 S 3D,000
I i 1 1
I I I
Replace HarvestlLobbv/Hall carQet I 20201 S 40,000 I 71 20271 40,000 S 40.Q00
I I
I Captain'sJEstate/Loft Carpet I 20211 t8,000 I 71 2028I 30.000 I S 30,000
I I I I I I I
Carnage Hall caroet I 20231 50,000 I 61 20291 50,0001 S 50.000
I I I I I I
I I I 203a I S
"��':�@8�'��. _�.z„�ne����: �.,a�...,.t,.,,,'�a.�.,.��:: .a���,... 5`^ #+ua a.s.,ta. SR�,�ta:.�.� s �ei�';
p�
I I I I 2031 S
I I I I
Tack/Morgan/Ha�l camet I 20251 3 15,000 71 20321 15,�00 I S 15,000
I I I I I I
1 Garden City carpet 20261 S 30,000 7� 20331 S 30,000 I
I Replace one boiler I 2018I 10,000 I 151 20331 15.000 t S 45,000
I I I I
I Harvest lLobby/Hall car�et I 20271 40,000 I 71 20341 S 40.000 I f 40,000
I I I 1 I 1 l
Ca ta�n's/Estate/Loft caroet I 20281 S 30 000 I 71 2035+ 30 D00 I S �0 000
VIF;�911Fw�tJ��A�ifFt `':�"v..al�:�`�"....:;�. ..x�`'.� t,.�.L:��' �...„��'e ;�s .,���?t:i«�'.�;�,"�`,��
"Hardware/Software of system as total investment is $12,000. Hardware upgredes may be naeded every
five yea�s.Yearly maintenance contract covers soflware upgrade. Both would be less than capital threahhold.
This re ort encom asses ali antici ated ca ital ex enditures items exceedin $10,000 from 2006-2035.
P P P P P 9
All dollar amou�ts are shown in 2007 d'ollars, with appropriate yearly increases projected where possible.
H:AdmiNRepartsJMWtlple Year Capitel Plan Date OrdAr ReviseQ 9/10/200i
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22
I,�,
i s
City of Brooklyn Center
EBHC Capital Projects Fund
Actual Actual Estimated Proposed Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012
Revenues
Transfer from EBHC Operations 127,000 303,500 230,000 200,000 200,000 200,000 20Q,000 200,000
Misc.Operating
Misc. Non-operating 3,799 10,819 12,487 4,474 2,963 2,702 2,677 3,730
Total Revenues 130,799 314,319 242,487 204,474 202,963 202,702 202,677 203,730
Expenditures
Personal Seroices
Supplies
Services 79,362
Depreciation
Debt Service
Total Expenditures 79,362
N
CapitalOutlay 249,964 40,903 279,250 280,000 216,000 204,000 150,000 100,000
Total Cash Requirement 249,964 120,265 279,250 280,000 216,000 204,000 150,000 100,000 I
Beginning Cash Balance 187,399 117,193 260,864 223,687 148,161 135,124 133,826 186,503
Changes in Assets/Liabilities 48,959 (50,383) (414)
Revenues 130,799 314,319 242,487 204,474 202,963 202,702 202,677 203,730
Expenditures (249,964) (120,265) (279,250) (280,000) (216,000) (204,000) (150,000) (100,000)
Depreciation Add-Back
Ending Cash Balance 117,193 260,864 223,687 748,161 135,124 133,826 186,50.3 290,233
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
nk intentional/
Th�s page has been left b a y
24
C'i�y of �roo�n Center
2008 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.
I 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
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.
CAPITAL OUTLAY
377,617 as follows:
19, 000 Server Hardware Upgrades
17,117 Network Hardware Upgrades
5, 000 Fire Wireless
3,500 Community Center Wireless
48, 000 Technology Fund portion of Digital Imaging System (balance from EBHC)
2�, 000 Security Card Access for City Hall Community Center
5, D00 Citizen Request System integrations with PIMS
1 S, 000 Security Monitoring for City Hall Community Center
$160, 000 Telephone Voicemail System Replacement (balance from EBHC)
18, 000 Network Cabling at Public Works Garage
12, 000 Fiber Optic Connection to East Fire Station
S0, 000 Fiber Optic connection to West Fire Station
2�
CITY OF BROOKLYN CENTER
Budget Report
2007 10/31/2007 2008 2006
2005 2006
Actual Actual Final YTD Recommended Approved
Object Code 7 Description Amount Amount Budget Actua! Budget Budgei
41000 TECHNOLOGY FUND
4000 REVENUES ANO EXPENSES
4001 REVENUES
4603 1NTERESTEARNINGS 9,349- 18,529- 18,457- 9,000- 9,000-
4695 UNREALIZED INVESTMENT GAIN/LOS 644- 111-
4900 OTHER FINANClNG SOURCES
4915 TRANSFERS IN 70,000- 70,000- 70,000- 70,000- 70,000-
4921 REFUNDS 8 REIMBURSEMENTS 159,600- 1,020-
4900 OTHER FINANCING SOURCES 229,600- 71,020- 70,000- 70,000- 70,000-
4001 REVENUES 239,594- 89,660- 70,000- 18,457- 79,000- 79,000- ,I
I 6001 EXPENDITURES/EXPENSES
6210 OPERA7ING SUPPLIES
6219 GENERAL OPERATING SUPPLIES Z� 42
6210 OPERATiNG SUPPLIES Z� 42
6220 REPAIR 8 MAINT SUPPUES ,I
6223 BUIIDINGS 8 FACIUTIES 3,z��
6226 SIGNS STRIPING MATERIALS 434
6220 REPAIR MAINT SUPPLIES 434 3,277
6240 SMAIL TOOLS 8 MINOR EQUIPMENT
6243 MINOR COMPUTER EQUIPMENT 1,828 19,297 149,640 16;890 377,617 377,617 'I
6240 SMAI� TOOLS MINOR EQUIPMENT 1,828 19,297 149,640 16,890 377,617 377,617
6300 PROFESSIONAL SERVICES
6307 PROFESSIONA� SERVICES j�
630o PROFESSIONAL SERVICES 1 1 22
6340 ADVERTISING
6342 LEGAL NOTICES 93
6340 ADVERTISING 93
I
6350 PRINTING AND DUPLICATiNG 'l
6351 PRINTING
6350 PRINTING AND DUPLICATING ��1
6420 IS SERVICES/UCENSES/FEES
6423 LOGIS CHARGES 3,826 1,460
6420 IS SERVICES/UCENSES/FEES 3,826 1,460
6470 TRANSFERS AND OTHER USES
6482 MISC TRANSFER OUT 1,153
6R7� TRANSFERS AND OTHER USES 1,153
6500 CAPITAL OUTIAY
6530 lMPROVEMENTS 16,400
6580 INFORMATION SYSTEMS 336,695
6500 CAPITAL OUTLAY 353,094
6001 EXPENDITURES/EXPEtdSES 361,673 22,574 149,640' 18,392 377,617 377,617
4000 REVENUES AND EXPENSES 122,079 67,086- 79,640 65- 298,617 l` 298,617
41000 TECHNOLOGY FUND 122,079 67,086- 79,640 65- 298,617 298,617
26
City of Brooklyn Center
Technology Fund
2008-2011 (Prel�iminary 11/14/07)
Technology EBHC Public Utilities Total Project
Description Fund Fund Fund Cost
2008
Server Hardware (replacment 3 or 5-year cycle) $19 000 j
__i_._ $19,000
Network Hardware (replacement �ear cycle) $17,197 $17,117
West Fire Wireless (new, 5-�rear cycle) $5,000 $5,000
Community Center Wiretess (new, 5 year cycle) $3,500 $3,500
Telephone_and Voicemail System (replacment 10-year cycle)_ $160,000 $40,000 $200,000
Document Management (new, hardware 5-year cycle) $48,000 $12,000 $60,000
Security Card Access for City Hall and Community Center (new, hardware 5-year _cycle) $25,000 _$25,000
Security Monitoring for City_HaU and_Community Center (new, hardware 5-�rear cycle}_ $15,000 j $15,000
_._i $18,000
9 9 P Y
F ber Ea t F re new, 20 a�c cle ara e re lacment, 15�rear c cle $12,000 fi $12,000
Y
Fiber West Fire (new, 20-year cycle) $50 000 $50,000
Citizen Request Management Integration witf� PIMS (new) $5 000 $5,000
2008 Subtotal $377,617 $52,000 $0 $429,617
2009
Server Hardware (replacment 3-year cycle) $3,279 $3,279 i $6,558 $13,116
Network Hardware (replacement 5-year cycle) $7 000 $8,446 I $15,446
p Q P y I �I_
Smart BoardlPro'ector in Council/Commission Room new $6 000 $6,000.
Mobile Com uters for Police S uads re lacment 4- ear c cle $50,000 $50,000
2009 Subtotal $66,279 $11,725 $6,558 $84,562
2Q10
Server Hardware (replacment 3-year cycle)_ $20 265 $20,265
Network Hardware (replacement 5-year cycle} $0 i
2010 Subtotal $20,265 $0 $0 $20
2011
Server Hardware (replacment_3-year cycle) $0
Network Hardware (replacement 5-year cycle) $20,OOD $20,000
-f
Cable Teivision Equipment $100,000 $100,000
2091 Subtotal $120,000 $0 $0 $120,000
City of Brooklyn Center
Technology Capital Fund
Actual ActuaF Estimated Proposed Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011
Revenues
Tranfsfers In 68,847 70,000 70,000 70,000 70,000 70,000 70,000
Misc.Operating 159,600 1,020
Misc. Non-operating 9,994 18,641 14,593 15,156 6,382 6,685 8.�78
Total Revenues 238,441 89,661 84,593 85,156 76,382 76,685 78,378
Expenditures
Personal Services
Suppiies
Services
Depreciation
Debt Transfer
Totai Expenditures
CapitalOutlay 360,520 22,575 65,835 377,617 66,279 20,265 120,000
Total Cash Requirement 360,520 22,575 65,835 377,617 66,279 20,265 120,000
279 250
Beginning Cash Balance 540,285 434,337 486,431 505,189 212,728 222,830
Changes in Assets/Liabilities 16,131 (14,992)
Revenues 238,441 89,661 84,593 85,156 76,382 76,685 78,378
Expenditures (360,520) (22,575) (65,835) (377,617) (66,279) (20,265) (120,000)
Depreciation Add-Back
Ending Cash Balance 434,337 486,431 S 505,189 3 212,728 222,830 S 279,250 237,628
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
�g
'I
City of BrookCyn Center
2008 Budget
1
FUND: Post Employment Retirement Fund 70300
DEPT/ACTIVITY/PROJECT: Post Employment Retirement Benefit 49961
PROFILE
Minnesota Statutes require local governments to allow retired ar separated employees
and their dependents to continue to participate in� the employer sponsored health
insurance program that was available to the employee prior to retirement and/or
separation. The City has provided post-retirement health care benefits, as per the
requirements of a City Council resolution, for certain retirees and their dependents since
1986. Full time employees have the option of retaining membership in the City's health
insurance plan £or which the City will pay the single person premium until such time as
the retiree is eligible for Medicare coverage ar at age 65, whichever is sooner. If the
retiree desires to continue family coverage, the additional cost for farnily coverage shall
be paid by the retiree to the City. There are two methods whereby an employee can
qualify under this program. First, the employee, on the date of his/her retirement, must
meet eligibility requirements for a full retirement annuity under PERA (Note 14A)
without reduction of benefits because of age, disability, or any other reason for reduction.
In addition, the employee must have been employed full time by the City for the last ten
consecutive years prior to the effective date of retirement. Additionally, employees who
are retiring after twenty-five years of consecutive service with the City and are eligible to
reeeive a pension from PERA shall have the option of retaining membership in the City's
health insurance plan for which the employee will pay the premium until such time as the
retiree is eligible to receive a full-retirement annuity under PERA or PERA police. At
that time, the City will pay the single-person premium until such time as the retiree is
eligible for Medicare coverage or at age 65, whichever is sooner. Employees participate
in this program on a voluntary basis.
Currently, most police employees are eligible for this coverage and the City has been able
to fund its share through investment earnings.
As of 1 January 2005, the City froze the number of employees compensated from this
fund. In its place, a program of inedical savings for post-employment costs has been
developed and implemented under the guidance of the Human Resources Director.
PERSONNEL LEVELS
There are no personnel assigned to this Fund.
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29
CITY OF BROOKLYN CENTER
Budget Report
2005 2006
2007 10/31/2007 2008 2008
Acival Actual Finat Y7D Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
70300 EMPLOYEE RETIREMENT BENEFIT FD
4000 REVENUES AND EXPENSES
4001 REVENUES
4300 INTERGOVERNMENTAL REVENUE
4340 STATE REVENUE
4359 OTHER STATE GRANTS/AID 9�s42'
4340 STATE REVENUE 9,842-
4600 MISCELLANEOU5 REVENUE
4603 INTEREST EARNINGS 38,201- 66,080- 30,000- 56,605- 46,100- 46,100-
A605 UNREALIZED INVESTMENT GAIN/LOS 2,233- 344-
4606 OTHER REVENUE 10,000-
4600 MISCELLANEOUS REVENUE 40,434- 66,424- 40 56,605- 46,100- 46,100-
4300 INTERGOVERNMENTAL REVENUE 40,434- 66,424- 40,000- 66,446- 46,100- �46,100-
i
4900 OTHER FINANCING SOURCES
4s21 REFUNDS REIMBURSEMENTS 20,000- 38,400- 38,400-
4900 OTHER FINANCING SOURCES 20,000- 38,40�- 38,400-
i
4001 REVENUES 40,434- 66,424- 60,000- 66,446- 84,500- 84,500-
6001 EXPENOITURES/EXPENSES
6099 PERSONAL SERVICES
6130 INSURANCE BENEFITS
6135 MEDICAL INSURANCE-RETIREES 605,193 535,742 60,000 70,808 84,500 84,500
6130 INSURANCE BENEFITS 605,193 535,742 60,000 70,808 84,500 84,500
I
6099 PERSONAL SERVIGES 605,193 535,742 60,000 70,808 84,500 84,500
6001 EXPENDITURES/EXPENSES 605,193 535,742 60,000 70,808 84,500 84,500
4000 REVENUES AND EXPENSES 564,759 469,319 4�36�
70300 EMPLOYEE RETIREMENT BENEFIT FD 564,759 469,319 4,361
i
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�r r
City of Brooklyn Center
Post Empioyment Retirement Benefit Fund
Actual Actual Estimated Proposed Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012
Revenues
Transfers from Other Ops Funds
Misc.Operating
Misc. Non-operating 40,434 66,424 60,046 60,198 60,243 60,172 59,974 59,638
Total Revenues 40,434 66,424 60,046 60,198 60,243 60,172 59,974 59,638
Expenditures
Personal Services 605,193 535,742 562,529 590,656 620,188 651,198 683,758 717,946
Supplies
Services
Depreciation
Debt Service
Total Expenditures 605,193 535,742 562,529 590,656 620,188 651,198 683,758 717,946
w
CapitalOutlay
Total Cash Requirement 605,193 535,742 562,529 590,656 620,188 651,198 683,758 717,946
Beginning Cash Balance 1,529,053 1,505,579 1,501,157 1,504,950 1,506,083 1,504,307 1,499,360 1,490,958
Changes in Assets/Liabilities 541,285 464,896 506,276 531,590 558,169 586,078 615,382 646,151 I
Revenues 40,434 66,424 60,046 60,198 60,243 60,a72 59,974 59,638
Expenditures (605,193) (535,742) (562,529) (590,656) (620,188) (651,198) (683,75$) (717,946)
Depreciation Add-Back
Ending Cash Balance, 1,505,579. 1,509,157 1,504,950 1,506,083 1,504,307 1,499,360 1,490,958 1,478,802
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
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32
I
C'�ty of Broo(�� Center
2008 �u�fget
FUND: Employee Compensated Absences Fund 70400
DEPT/ACTIVITY/PROJECT: Employee Compensated Absences 49971
PROFILE
This activity accounts for employees' compensated absences and the resulting liability to
the City. Regular full-time employees earn vacation leave at a rate determined by their
length of service. Additionally, these employees accrue sick leave at a rate of eight hours
per month. After 5 years of continuous service, employees are eligible to receive 1/3 of
their sick leave accrual as a severance benefit unless they are discharged for cause. The
City recognizes as a liability all accrued vacation leave and 1/3 of accrued sick leave for
employees with 5 years of service. The City fully funds these compensated absences by
char�ing departments for the changes in their respective accruals on an annual basis.
PERSONNEL LEVELS
There are no personnel assigned.
CITY OF BROOKLYN CENTER
8udget RepoR
2005 2006 2007 10/31/2007 2008 2008
Actual Actual Final YTD Recommended Approved
Object Code Description Amount Amount Budget Actual Budget Budget
70400 EMPLOYEE COMPENSATED ABSENCES
4000 REVENUES AND EXPENSES
4001 REVENUES
4599 MISCELLANEOUS REVENUE
4600 MISCELLANEOUS REVENUE
4603 INTEREST EARNINGS 22,006- 39,326- 16,000- 37,175- 35,000. 35,000-
4605 UNREALIZED INVESTMENT GAIN/LOS 1,279- 201-
4606 QTHER REVENUE 56,674- 87,249-
4600 MISCELLANEOUS REVENUE 79,960- 126,776- 16,OOQ- 37.175- 35,000- 35,000-
4599 MISCELLANEOUS REVENUE 79,960- 126,776- 16,000- 37,175- 35,000- 35,000-
4880 COMPENSATED ABSENCES I
4881 COMPENSATED ABSENCE CHG/CREDIT 61,806 45,136
6100 WAGES AND SALARIES
6111 SEVERANCE PAY 40,130 76,921 16,000 8,340 32,500 32,500 i
6125 FICA 2.061 3,825 262 2,500 2,500
6126 MEDICARE CONTRIBUTIONS 545 895 121
6700 WAGES AND SALARIES 42,736 81,641 16,OOD 8,743 35,000 35,000
4880 COMPENSATED ABSENCES 104,544 126,776 16,000 8,743 35,000 35,000
4001 REVENUES 24,584 28,432-
4000 REVENUES AND EXPENSES 24,584 28,432-
70400 EMPLOYEE COMPENSATED ABSENCES 24,584 28�43Z-
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City af Brooklyn Center
Employee Compensated Absences Fund
Actual Actuai Estimated Proposed Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012
Revenues
Transfer from Other Fund Ops 87,249
Misc.Operating
Misc. Non-operating 23,285 39,527 37,175 35,000 19,854 19,530 19,178 18,796
Total Revenues 23,285 126,776 37,175 35,000 19,854 19,530 19,178 18,796
Expenditures
Personal Services (13,938) 81,641 8,743 35,000 36,050 37,132 38,245 39,393 j
Supplies
Services
Depreciation
Debt Service
Total Expenditures (13,938) 81,641 8,743 35,000 36,050 37,132 38,245 39,393
w
v,
CapitalOutlay
Total Cash Requirement (13,938) 81,641 8,743 35,000 36,050 37,132 38,245 39,393
Beginning Cash Balance 881,890 919,113 964,248 992,680 992,680 976,484 958,882 939,814
Changes in Assets/Liabilities
Revenues 23,285 126,776 37,175 35,000 19,854 19,530 19,178 18,796
Expenditures 13,938 (81,641) (8,743) (35,000) (36,050) {37,132) (38,245) (39,393)
Depreciation Add-Back
Ending Cash Balance 919,113 964,248 992,680 992,680 976,484 958,882 939,814 949,217
Assumptions:
Cash basis
All assumptions are predicted on Cash Basis presentation.
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1
I�emorandum
Date: 15 November 2007
To: Curt Boganey, City Manager
From: Daniel Jordet, Director of Fiscal Support Services
Re: 2008 General Fund Budget
Since the adoption of the preliminary General Fund budget in September there
have been some modifications and refinements to the numbers. They are as
follaws
r Vehicle charges were updated in the Public Works Administration
(Engineering) budget at an additional cost of 9,947.00.
Benefit costs for part time Pool workers were updated at an additional
cost of 475.00
Equipment replacement costs in the Support Services function of the
Police Department were reduced by 14,339 with the decision to lease a
copier rather than purchase a new one outright.
Cafeteria Plan contributions were budgeted early in the summer for all
General Fund staff based on an estimated medical insurance premium
increase. The actual numbers, established in early September, are lower
than the estimated amount. Because of a change in the insurance carrier
and the resulting reductions in predicted medical insurance costs the
contribution to the Cafeteria Plan will be 550.00 per year less than first
budgeted. This produces a savings of 66,000.00 in the General Fund.
i
The net result of these changes, a reduction of expenses of 69,917.00,
has been added to the Contingency Account making the total amount of
contingency 111,020.00.
The General Fund budget remains balanced with 15,518,836.00 in revenues
and 15,518,836 in expenses.
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1
City of Brooklyn Center
Proposed Property Tax Levy
Total Levy All Sources
2007 to 2oos 200� to 2oos
Pay 2006 Pay 2007 Pay 2008 Change Change
General Fund Operations 10,494,126 10,939,788 11,404,750 464,962 4.25°/a
1994 Bonds 0.00%
1995 Bonds 0.00%
1996 Bonds 118,830 0.00%
Police Fire Bonds 757,394 753,955 730,152 (23,803) (3.16%)
Housing Redevelopment Authority 257,065 265,000 302,191 37,191 14.03%
11,627,415 11,958,743 12,437,093 478,350 4.00%
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t
Hennepin County Taxpayer Services
A-600 Government Center www.hennepin.us
Minneapolis MN 55487-0060
October 31, 2007
Dear Finance or Budget Officer:
Please consider the attached mailing informational only
Acco�ding to the 2008 proposed levy certified to the Hennepin County Auditor, you are
exempt from the publication requirement:
"Counties, school districts, cities over 500 populatian, and metropolitan special
taxing districts are also exempt from this publication or posting re uirement if
q
their total propased property tax levy does not exceed thei� previous year final I
property tax levy by more than the percentage inerease in the implicit price
deflator ce�tified by the Department of Revenue."
n�icyuc7i'vu�urlu!)iiyG�l7�iuyel )g
n'ecyctea raprr
Hennepin County Taxpayer Services
A-600 Governmeni Center www.hennepin.us
Minneapolis MN 55487-0060
October 31, 2007
,I
Dear Finance or Budget Officer for the City of Brooklyn Center,
As part of the property tax reform legislation, which was enacted in 2001, cities and counties with
populatior�s grea�er than 2,500 are now required to include i� the annual publication of their "NOTICE
OF PROPOSED PROPERTY TAXES" an additional section called, "LOCAL TAX RATE
CDMPARISON". This new section is to contain three tax rates:
I the cucrent local tax rate
the proposed local tax rate if no property tax levy increase is adopted
the proposed local tax rate if the ro osed lev is ado t
P P Y
P
ed
These rates are being calculated speciflcally fo� the purpose of this publication, based on instructions
receiwed from the Department of Revenue. They each represent an average rate throughouf your
jurisdic#ion and will not necessarily match any existing current or proposed tax rates.
Our records indicate that the City of Brooklyn Center is subject to this legislation and the following
information should be included in your publication:
2007 Tax Rate 2008 2008
Tax Rate If NO Levy Proposed Tax Rate
lncrease
44.291 42.037% 44.235%
Please contact us at 612-348-3255 if you have any questions.
S' I
�U7-
i�t
Gloria Roybal
Tax Accounting Supervisor
�n cyuui �py.urcuniiy crtiyluyrr )9 rieCyue�7r'uper
Taxing District: City of Brooklyn Center
1. Payable 2007 Prope�ty Tax Levy Data
a. Total Net Tax Capacity Levy 10,939,788
b. Totai Market Value Levy 753,955
c. Total Final Certified Levy (a+b) 11,693,743
2. Payable 2008 Property Tax Levy Data
a. Total Net Tax Capacity Levy 11,404,750
b. Total Market Vatue Levy 730,152
c. Total Final Certified Levy (a+b) 12,134,902
3. Share of �iscal Disparity Distribution Tax
a. Payable 2007 1,935,688
b. Payable 2008 2,048,932
4. Taxable Net Tax Capacity
a. Payable 2007 20,329,371
b. Payable 2008 21,150,302
5. Disparity Reduction Aid
a. Payable 2007
b. Payable 2008
6. Determination of the Payable 2007 Tax Rate
a. Adjusted Net Tax Capacity Levy (1 a-3a} 9,004,100
b. Initial Local Tax Rate (6a/4a) 44.291
c. Disparity Reduction Aid Rate (5a/4a) .000°/a
d. Payable 2007 Tax Rate (6b-6c) 44.291
7. Determination of the Payable 2008 No Levy Increase Tax Rate
a. Adjusted Net Tax Capacity Levy (1a-3bj 8,890,856
b. Initial Local Tax Rate (7a/4b) 42,0�7%
c. Disparity Reduction Aid Rate (5b/4b) .000°10
d. Payable 2008 No Levy lncrease Tax Rate (7b-7c) 42.037°la
3. Detarmination of the Payable 2008 Proposed Tax Rate
a. Adjusted Net Tax Capacity Levy (2a-3b) 9,355,818
b. Initial Local Tax Rate (8a/4b) 44.235%
c. Disparity Reduction Aid Rate (5b/4b� .000%
d. Payable 2008 Proposed Tax Rate (8b-8c) 44.235%
40
2008 CITY OF BROOKLYN CENTER PROPOSED RESIDENTIAL TAXES
INCLUDES METRO OTHER TAXING DISTRICTS EXISTING SCHOOL DIST REFERENDUMS AS OF 10/01/2007
HOMESTEAD TAXES
Taxable Dist 11- Anoka Dist 11- Anoka I Dist 279 Osseo Dist 281 Robbinsdale Dist 286 Brookyn CU Dist 286 Brookyn CV
Market No Watershed Watershed #8 Watershed #8 Watershed #8 Watershed #B No Watershed
Value 2007 Tax 2008 Tax 2007 Tax I 2008 Tax 2007 Tax 2008 Tax 2007 Tax 2008 Tax 2007 Tax 2008 Tax 2007 Tax 2008 Tax
41 741 4 �I� 833 1 833 7
585,000 $811 $703 $811 E706 5878 E791 5897 5874 $909 5959 $909 5957 I
E86,500 $831 5722 $831 a725 5900 5812 5979 5896 $931 $983 $931 E981 I
E87,500 $845 $735 $845 ;737 5915 5825 E934 5911 $946 b999 $946 5996
$88,500 $859 a748 $859 5750 5930 5839 5949 5926 $961 51,014 $961 51,012 I I
589,500 $873 5760 $873 E763 5945 5853 5964 5940 $976 $1,030 $976 51,028
590,500 $887 $773 $887 $775 E959 5867 $979 $955 $992 $1,046 $992 51,043 I
$91,500 $901 3786 $901 $788 5974 E880 $994 $970 $1,007 $1,061 $1,007 E1,059
592,500 $915 $798 $915 5801 S989 5894 31,009 5984 $1,022 a1,077 $1,022 $1,075
$93,500 $929 $811 $929 $813 $1,003 59�8 51,024 $999 $1,037 $1,093 $1,037 $1,090
$94,500 $943 $824 $943 $826 51,018 5921 $1,039 $1,014 $1,052 $7,108 $1,052 $7,106
$95,500 $957 $836 $957 $839 $1,033 5935 $1,054 $1,028 $1,067 $7,124 $1,067 $1,121
$96,500 $971 $849 $971 $851 E1,048 5949 $1,069 $1,043 $1,082 $1,140 $1,082 $1,137
$97,500 $985 $862 $985 $864 $1,062 5962 $1,083 $1,058 $1,097 $1,155 $1,097 $1,153 I
$98,500 $998 $874 $998 $877 $1,077 $976 $1,098 $1,072 $1,112 $1,171 $1,112 $1,168
$99,500 $1,012 $887 $1,012 $890 $1,092 5990 $1,113 $1,087 $1,127 $7,187 $1,127 $1,184 I
1,019 1,019 1,13 4 I
$105,000 $1,089 $957 $1,089 $959 E1,173 E1,065 $1,195 $1,168 $1,210 $1,273 $1,210 $1,270 I
$110,000 $1,159 $1,020 $1,159 51,023 51,246 E1,133 b1,270 $1,241 $1,285 $1,351 $1,285 $1,348 I
5115,000 $1,228 $1,083 $1,228 51,086 51,320 51,202 51,345 $1,314 $1,361 $1,430 $1,361 $1,426
$120,000 $1,298 a1,146 $1,298 $1,150 $1,393 51,270 $1,419 $1,388 $1,436 57,508 $1,436 $1,505 I
5125,000 $1,367 $1,210 $1,367 $1,213 51,467 51,339 E1,494 51,461 $1,511 31,586 $1,511 31,583 I
5130,000 $1,437 $7,273 $1,437 51,276 51,541 51,407 $1,569 E1,534 $1,587 a1,665 $1,587 E1,661
$135,000 $1,506 $1,336 $1,506 $1,340 51,614 51,476 $7,643 $1,608 $1,662 $1,743 $1,662 51,739
E140 $1,576 $1,399 $1,576 E1,403 51,688 51,544 $1,718 $1,681 $1,738 $1,821 $1,738 51,818
5145,000 $1,646 $1,463 $1,646 51,467 51,761 51,613 $1,793 $1,754 $1,813 $1,900 $1,813 E1,896
1, 1 ,5 1,71 �T$� 1,888 7 1, 4
$155,000 $1,785 $1,589 $1,785 $1,593 51,908 51,750 51,942 $1,901 $1,964 $2,056 $1,964 52,052
5160,000 $1,854 $1,653 $1,854 E1,657 51,982 E1,818 E2,017 $1,974 $2,039 $2,135 $2,039 $2,130
E165,000 $1,924 $1,716 $1,924 $1,720 E2,056 ;1,886 E2,091 $2,048 $2,114 a2,213 $2,114 $2,209
$175,000 $2,063 $7,842 $2,063 51,847 E2,203 52,023 E2,241 $2,194 $2,265 $2,370 $2,265 52,365
$180,000 $2,133 $1,906 $2,133 $1,910 52,276 E2,092 $2,315 $2,268 $2,340 $2,448 $2,340 $2,443
$1�f5,UUU $'L,1U1 $9,9ti9 y1,1U1 �1,974 �L,S5U 5Z,'ItiU $Y,SBU �2,541 $1,41(i $Z,526 $1,41(i 5Y,5Z7
v,r•oi
M.e�o
w 186,400 $2,221 $1,987 $2,221 $1,992 $2,370 $2,179 $2,410 $2,362 2,436 $2,548 $2,436 E2,543
$190,000 $2,272 $2,032 $2,272 $2,037 $2,424 $2,229 $2,465 $2,414 $2,491 $2,605 $2,491 E2,600
P Y
MWlan
193,800 $2,323 $2,080 $2,323 $2,085 $2,473 $2,281 $2,515 $2,470 $2,546 $2,664 $2,546 $2,659
$195,000 2,342 2,096 $2,342 2,101 $2,497 $2,297 2,539 $2,488 $2,566 2,683 $2,566 2,678
,411 2,411 ��4 �'2,� �fi ,5 7 2,642 ,7 4
5210,000 $2,550 52,285 $2,550 $2,291 52,718 52,502 52,763 $2,708 $2,793 $2,918 $2,793 S2,912 I
$220,000 $2,689 $2,412 $2,689 a2,418 E2,865 E2,639 52,913 $2,854 $2,943 $3,075 $2,943 a3,069 I
$230,000 $2,829 $2,539 $2,829 $2,545 53,012 E2,776 53,062 $3,001 $3,094 $3,231 $3,094 $3,225
$240,000 $2,968 $2,665 $2,968 $2,671 E3,159 52,913 $3,211 $3,148 $3,245 $3,388 $3,245 $3,382
$250,000 $3,107 $2,792 $3,107 $2,798 53,306 E3,050 53,361 $3,294 $3,395 $3,545 $3,395 53,538
$260,000 $3,246 32,918 $3,246 $2,925 $3,454 53,187 E3,510 $3,441 $3,546 $3,701 $3,546 $3,695 I
5270,000 $3,385 $3,045 $3,385 53,052 53,601 53,324 b3,659 $3,588 $3,697 $3,858 $3,697 $3,851
$280,000 $3,525 $3,171 $3,525 $3,179 53,748 53,461 53,808 $3,734 $3,847 $4,015 $3,847 54,007
$290,000 $3,664 $3,298 $3,664 $3,306 E3,895 53,598 53,958 $3,881 $3,998 E4,172 $3,998 54,164
$300,000 $3,803 $3,424 $3,803 $3,432 54,042 E3,735 $4,107 54,028 $4,149 $4,328 $4,149 $4,320
S350,000 $4,499 54,057 $4,499 $4,067 54,778 E4,419 $4,854 $4,761 $4,902 $5,112 $4,902 $5,102
$400,000 $5,195 $4,690 $5,195 $4,701 E5,514 55,104 $5,600 $5,494 $5,656 $5,895 $5,656 $5,885
$425,000 $5,532 $4,996 $5,532 $5,008 E5,872 55,436 55,963 $5,851 $6,023 $6,277 $6,023 $6,265
$450,000 $5,858 $5,290 $5,858 55,302 E6,217 55,755 $6,314 $6,195 $6,377 $6,646 $6,377 56,634
$475,000 $6,183 $5,584 $6,183 $5,597 E6,562 56,075 $6,665 $6,539 $6,731 $7,015 $6,731 $7,003
$500,000 $6,509 $5,878 $6,509 $5,891 E6,908 E6,395 $7,016 $6,884 $7,086 $7,384 $7,086 $7,371
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City of Brooklyn Cente�
Water lltflity Cash Flows
Rate Increase 2.80% 3.00% 7.25% 4.75% 4.75% 4.75% 4.75% 4.50'% 4.50% 4.25% 4.25% 4.00% 4.00% 3.50% 3.50% 3.00% D.00% 0.00%
Ratel1,000 gallons 1.11 1.19 1_25 1.31 1.37 1,43 1.50 1.56 1.63 1.70 1.77 1.84 9.90 1.97 2.03 2.03 2.03
Actual Actual Estimated Proposed Projected Projected Projected Projeeted Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2077 2018 2019 2020 2021 2022
Revenuas
WaterService 1,296,721 1,464,236 1,461,630 1,531,057 1,603,783 1,679,962 1,759,761 1,836,950 1,921,703 2,003,375 2,088,518 2,172,059 2,258,941 2,338,004 2,419,834 2,492,430 2,492,430 2,492,430
Misc.Opereting 339,377 433,742 S 303;819 307,519 311,219 y 314,919 318,619 322,319 326,019 329,719 333,419 337,119 340,819 344,519 348,219 351,919 355,619 359,319
Misc. Non-operating 235,495 75,753 21,800 57,325 51,247 67.178 55,802 54,106 50,350 47,293 46,620 37,718 35,901 29,463 40,836 44,934 42,855 60,345
Total Revenues 1,87t,593 1,973,731 1,787,249 1,895,902 1,966,249 2,062,059 2,134,181 2,215,375 2,298,071 2,380,387 2,4fi8,557 2,546,896 2,635,662 2,711,986 2,808,890 2,889,283 2,890,903 2,912,094
Expenditures
Personal Services 375,754 377,214 421,478 438,337 455,871 474,105 493,070 512,792 533,304 3 554,636 576,822 599,895 623,890 648,846 674,800 701,792 729 759,058
Supplies S 154,944 142,842 178,155 183,500 189,005 b 194,675 200,515 2U6,530 212,i26 219,108 225,681 232,452 239,425 246,608 254,006 261,627 269,475 277,560
Services 3 485,420 408,602 507,439 522,662 538,342 554,492 571,127 588,261 605,909 624,086 642,809 662,093 681,956 702,414 723,487 745;191 767,547 790,573
Depreciation 588,503 578,159 650,000 665,000 680,000 695,000 710,000 725,000 740,000 755,000 775,000 775,000 775,000 775,000 775,000 S 775,000 775,000 775,00o
Debt Service Interest Fees S S g g g g g g g g g g g g
Total Expenditures S 1,604,621 1,506,817 1,757,072 1,809,499 1,863,217 1,918,273 S 1,974,712 2,032,584 2,091,939 2,152,830 2,220,312 2,269,439 2,320,271 2,372,868 2,427,293 2,483,610 2,541,886 2,602,191
less: Non-Cash Depreciation S 588,503 S 578,159 650,000 S 665,000 680,000 695,000 710,000 725,000 S 740,000 S 755,000 775,000 a 775,000 775,000 775,000 775,000 775,000 775,000 775,000
plus: Debt Service Principal s s s s s s s a s s a a s a s a a s
plus: Transfers 3 164,340 S 259,678 s s s s s a s s a s s a s s a a
plus: Cash Capital Outlay 5 828,358 692,064 S 580.850 954,000 252,000 S 1,218.000 S 926,000 g 1,033,000 a 1,048,000 1,005,000 1,320,000 1,113,000 1,305,000 735,000 1,020,000 1,250,000 541,000 25,000
Total Cash Requirement 5 2.008,81fi S 1.880.400 S 1,687,922 5 2.098,499 S 1,435,217 2,441.273 2.190,712 5 2.340,584 S_2,,399,939 S 2.402.830 3 2.765.312 2.607.439 2.850.271 2.332.868 2,672.293 S 2.958,610 2.307,886 S 1.852,191
Beginning Cash Balance 1,788,152 5 1,718,178 S 1,811,509 S 1,910,836 S 1,708,239 y 2,239,270 S 1,860,057 S 1,803,527 S 1,678,317 S 1,576,449 3 1,554,006 E 1,257,252 3 1,196,708 S 982,098 a 1,361,216 S 1,497,813 S 1,428,48fi Z 2,011,503 I
Changes in Assets/Liabilities S 67,249 s s a a a s a a s a a s a a a s a
Cash Received S 1,871,593 S 1,973,731 1,787,249 1,895,902 1,966,249 2,062,059 3 2,134,181 S 2,215,375 2,298,071 2,380,387 2,468,557 2,546,896 2,635,662 2,711,986 2,808,890 S 2,889,283 2,890,903 2,912,094
Cash Spent (2,008,816) (1,880;400) (1,687,922) (2,098,4991 S (1,435,217) (2,441,2731 (2,190,712) (2,340,5841 (2,399,939) (2,402,830) 3 (2,765,3121 (2,607,439) (2,850,2711 (2,332,868) (2,672,2931 3 (2.958,610) (2,307,886) (1,852,197)
Ending Cash 9alance S 1,718,778 S 1.871,509 S 1,910,818 S 1.708,239 S 2.239.270 S 1.880.057 S 1.803,527 S 1.678,317 x 1.576,449 S 1,554.006 1.257.252 S 1.196,708 S 982.088 S 1.361,216 S 1.497.81� S 1.428,486 S 2.011.503 S 7.071;406
Cash Reserve Ta�get 1,000,000 1,000,000 1,000,000 S 1,000,000 1,000,000 1,000,000 1,000,000 7,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1,000,000 1;000,000 1,000,000 1,000,000 1,000,000
AssumpUons:
Cash basis
Att assumptions are predicted on Gash 6asis presentation and do not inGude provisions for changes in balance sheet items
from year to year that may affect cash balances.
Revenues
Rate increases would be as indicated each year through 2021 based on 1.25 billion gaHons bilied per yeac
Expenditures
Supplies and Services increase at a total rate of 3% annum.
DepreciaGon increases at a rate of approximately 2.5°� per annum.
Capital Outlay projections include S 30,000 per year of non-project capital expenditure (equipment and repairs)
C IPuGlityretres2008thru2017.x1s
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City of Brooklyn Center
Sanitary Sewer lJtility Cash Flows
Rate Increase 2.80% 2.80% 2.75°� 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50% 2.50°� 2.75% 2.75% 3.00% 3.00% 3.00% 3.00%
Actuat Actuai Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
Revenues
Sewer Charges 2,888,775 2,910,510 3,050,550 3,141,800 3,220,345 3,300,854 3,383,375 3,467,959 3,554,658 3,643,525 3,734,613 3,837,315 3,942,841 4,061,126 4,182,960 4,308,449 4,437,702
Misc.Operating 93,811 2,150 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000
Misc. No�-operating 57,768 106,275 100,143 8,000 8,000 8,000 8,000 8,000 8,000 8,000 8,000 5,000 8,000 8,000 8,000 8,000 8,000
Total Revenues 2,946,543 3,110,596 3,152,843 3,161,800 3,240,345 3,320,854 3,403,375 3,487,959 3,574,658 3,663,525 3,754,613 3,857,315 3,962,841 4,081,'126 4,202,960 4,326,449 4,457,702
Expenditures
Personal Services 139,582 147,615 171,896 179,631 187,715 196,162 204,989 214,214 223,853 233,927 244,453 255,454 266,949 278,962 291,515 304,633 318,342
Supplies 13,693 11,466 32,805 33,789 34,803 35,847 36,922 38,030 39,171 40,346 41,556 42,803 44,087 45,410 46,772 48,175 49,621
Services 2,162,000 1,958,604 2,090,731 2,153,453 2,218,057 2,284,598 2,353,136 2,423,730 2,496,442 2,571,335 2,648,475 2,727,930 2,609,768 2,894,061 2,980,882 3,070,309 3,162,418
Depreciation 473,820 503,231 524,274 S15,D00 515,000 515,000 515,000 515,000 515,00� 515,000 515,000 515,000 515,000 515,000 515,000 515,D00 515,000
Debt Service Interest 8 Fees
Total Expenditures 2,789,095 2,620,916 2,819,646 2,881,873 2,955,574 3,031,807 3,110,048 3,190,974 3,274,466 3,360,608 3,449,485 3,541,187 3,635,804 3,733,432 3,834,170 3,938,118 4,045,381
less: Non-Cash Depreciation 473,820 503,231 524,214 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000 515,000
plus: Debt Service Principal S S S S S S S S S S S
plus: Cash Capital Outlay 508,588 658,069 1,329,000 1,201,000 343,000 1,323,000 410,000 345,000 1,105,000 1,075,000 992,000 813,000 710,000 827,000 1,090,000 1,221,000 211,000
TotalCashRequirement 2,823.863 2,775,754 3,624,432 3,567,873__y 2,783,574 3,839,607 3,005,048 3,020,974 3.864,466 3,920,608 3,926,485 3,839.187 3,830.804 4,045,432 4,409,170 S 4,644,118 3,741,381 I
I
Beginning Cash Balance 1,468,767 S 1,597,283 1,926,733 1,455,144 1,049,071 1,505,842 987,088 1,385,415 1,852,401 1,562,593 1,305,509 1,133,637 1,151,765 1,283,802 1,319,496 1,113,286 797,617
Changes i� AssetslLiabilities 5,836 (5,392) S
Cash Received 2,946,543 3,110,596 3,152,843 3,161,800 3,240,345 3,320,854 3,403,375 3,487,959 3,574,658 3,663,525 3,754,613 3,857,315 3,962,841 4,081,126 4,202,960 4,328,449 4,457,702
Cash Spent (2,823,863) (2,775,754) (3,624,432) (3,567,873) (2,763,574) (3,839,607) (3,005,048) (3,020,974) (3,864,466) (3,920,6081 (3,926,485) (3,839,187) (3,830,804) (4,045,432) (4,4�9,170) (4,644,118) (3,741,381)
Ending Cash Balance S 1,597,283 S 1,926,733 S 1.455.144 S 1,049,071 S 7.505,842 S 987,088 S 1.385.415 S 1,852.401 5 1.562.593 S 1,305,509 S 1,133.637 E 1,157,765 t 1,283,802 S 1.319.496 S 1,113.286 S 797,617 S 1,513,939
Cash Reserve Target 950,000 950,000 950,000 950,000 950,000 950,000 950,000 950,000 950,000 950,000 950,000 95o,000 950,000 950,000 950,000 950,000 950,000 I
Assumptions: I
Cash basis
Ail assumptions are predicted on Cash Basis presentation and do not inciude provisions for changes in balance sheet items.
Revenues
Rate increases would be as indicated per year and are based on 1.323 billion gallons billed per yeac
Expenditures
Suppiies and Services increase at a total rate oF 3°� annum.
Capital ouUay is from the 2�06 CIP and adjusted for estimated ENR Construction I�dex for each year in the five year period.
Capital Outlay projections indude 10,000 per year of non-project capital expenditure (equipment and repairs)
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City of Brooklyn Ce�ter
Storm Water Utility Cash Flows
Rate Increase 0.00% 0.00% 4.00% 7.00% 7.00% 7.00% 6.00% 6.Q0% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00°t D.QD°lo 0.00% 0.00%
Actual Actual Estimated Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 20t8 2019 2020 2021
Hevenues
Storm Sewer Fees 1,293,841 1,273,153 1,376,551 1,472,910 1,576,013 1,686,334 1,787,514 1,894,765 1,894,765 1,894,765 S 1,894,765 S 1,894,765 1,894,765 1,894,765 1,894,765 1,894,765 1,894,765
Misa Operating S S S S S
Misc. Non-operating 47,475 70,739 79J51 42.000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000 10,000
Total Revenues 1,341,316 1,343,892 1,456,302 1,514,910 S 1,586,�13 1,696,334 1,797,514 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765
Expenditures
Personal Services 55,863 59,048 89,839 94,331 99,047 104,000 109,200 114,660 120,393 126,412 132,733 139,370 146,338 153,655 161,338 169,405 177,875
Suppiies 6,653 18,638 21,700 22,351 23,022 23,712 24,424 25,156 25,9'11 26,688 27,489 28,314 29,163 30,038 30,939 31,867 32,823
Services 195,256 342,637 212,013 218,373 224,925 231,672 238,622 245,781 253,155 260,749 268,572 276,629 284,928 293,476 302,280 311,348 320,689
Depreciation 526,142 540,962 566,389 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000
Debt Service Interest 8 Fees S 6,485 g g g g g g g g g g
Total Expenditures 790,399 961,285 909,941 885,055 896,994 909,384 S 922,246 935,597 949,458 963,850 978,794 994,312 1,010,429 1,027,169 1,044,557 1,062,620 1,081,387 I
less: Non-Cash Depreciation 526,142 540,962 586,389 550,000 550,000 550,000 550,000 55�,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 550,000 I
plus: Cash Transfer to GF 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000 100,000
plus: Debt Service Principal 230,000 g g g g g g g g
plus: Cash Capital Outlay 773,344 571,589 1,221,846 1,145,000 1,722,000 1,826,000 t,Ot1,000 950,000 895,000 1,034,000 937,000 1,267,000 1,500,000 2,116,000 1,670,000 1,465,000 437,000
Total Cash Requirement 1,�n�,605 S 1,091,912 S 1,645,398 1,580,055 g 2,168,994 2,285,384 S 7,483,246 1,435,597 7,394,458 S 1,547,850 1,465,794 1,811,312 2,060,429 2,693,169 5 2,264,557 2,077,620 1,068,387
Beginning Cash Balance S 1,308,347 1,060,877 1,353,496 1,164,400 1,099,254 516,274 (72,776) 241,492 710,660 1,220,966 1,577,881 2,016,853 2,110,306 1,954,642 1,166,238 806,446 633,591
Changes in Assets/Liabilities (221,185) S 40,639
Cash Received 1,341,316 1,343,892 1,456,302 1,514,910 1,586,013 1,696,334 1,797,514 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765 1,904,765
Cash Spent (1,367.601) (1,091,912) (1,645,398) (1,580,055) (2,168,994) (2,285.384) S (1,483,246) (1,435,597) S f1.394,458) (1.547,8501 (1,465,7941 S (1,811,312) (2,D60,4291 (2,693.169) (2,264,557) t2.077,620) (1,068,387)
Ending Cash Balance 5 1,060,877 f 1,353,496 i 1,164,400 S 1,099,254 S 516,274 S (72.776) S 241,492 710,660 S 1,220,966 S 1.577,881 S 2,016,853 2,110,306 5 1,954,642 1,166,238 S 8�6,446 i 633,591 3 1,469,969
Cash Reserve Target 540,000 540,000 540,000 540,�00 540,000 540,000 540,000 540,000 540,000 540,000 540,000 540,000 540,000 540,000 540,000 540,000 540,000
Assumptions: i
Cash basis
AIt assumptions are predicted on Cash Basis presentation with no provisions made for changes in balance sheet items that may
affect cash balances.
Revenues
Rate increase reflect additians to the gross income, based on ordinance charges
Expe�ditures
Supplies and Services increase at a total rate of 3% per annum.
Depreciation increases at a rate of approximately 3% per annum.
Capital outlay is from the 2008 CIP
C I P util ityratres20D8th ru2017. xls
I
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s
City of Brooklyn Center
Street Light Utility Fund Rate Analysis
Ratelncrease 3.00% 7.50% 5.00% 5.00% 5.00% 500% 5.00% 3.00% 3.00% 2.00% 0.00% 0.00% 0.00% 2.00% 2.00% 2.00% 2_00%
Acfual A�ual Estimated Proposed Projeded Projected Projeded Projected Projeded Projected Projected Projected Projected Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021
Revenues
StreetLightFee 214,669 220,801 231,841 241,216 253,277 2fi5,941 2�9,238 287,615 296,243 302,168 302,168 302,168 302,166 3D8,211 314,376 320,663 327,076
Misc.Operatin9 S 3 S
Misc. Non-operating 3,408 5,625 6,847 7,500 4,000 4,000 4,000 4,000 4,�0� 4,090 4,OD0 4,000 4,000 4,000 4,000 4,000 4,000
Total Revenues 218,077 226 426
238,688 248,716 257,277 269,941 283,238 291,615 300,243 306,168 306,168 306 68 306
,1 ,168 312,211 318,376 324,663 331,076
Expenditures
Personal Services g S
Supplies 383 794 883 2,900 2,987 3,077 3,169 3,264 3,362 3,463 3,567 3,674 3,784 3,897 4,014 4,135 4,259
Services 175,796 183,033 177,301 188,269 193,917 199,735 205,727 211,898 218,255 224,803 231,547 238,494 245,648 253,018 260,608 S 268,427 276,479
Depreciation S S S S S S S S S S S S
Debt Service S S S S S
Total Expenditures 176,179 183,827 178,184 191,169 196,904 202,811 208,896 2'I5,162 221,817 228,266 235,114 242,167 249,432 256,915 264,623 272,561 280,738
CapitalOutlay 36,915 31,296 112,440 71,400 36,000 S 78,000 67,000 40,000 79,000 52,000 98,000 50,000 65,000 70,000 48,000 104,000 32,000
Total Cash Requirement 213,094 215,123 g 290,624 262,569 232,904 28Q811 275,896 255,162 300,617 280,266 333,114 292,167 S 314,432 326,915 312,623 3 376,561 312,738
I
Beginning Cash Balance 81,530 90,936 102,239 50,303 36,450 60,823 49,952 3 57,294 93,747 S 93,373 119,275 S 92,329 106,330 98,066 83,363 89,116 37,218 I
Changes in Assets/LiabiGties S 4,423 s s s s s s s s s a a s s s s s
Revenues S 218,077 226,426 S 238,688 S 248,716 257,277 269,941 283,238 291,615 S 300,243 306,168 306,168 306,168 306,168 312,211 318,376 3 324,663 331,076
Expenditures (213,094) (215,123) (290,624) (262,569) (232,904) (280,811) (275,896) (255,162) (300,617) (280,266) (333,114) (292,167) (314,432) (326,915) (312,623) (376,561) (312,738)
Depreciation Add-Back g
Ending Cash Balance 5 90,936 3 102.239 S 50,�03 S 36.4b0 5 60.823 E 49,95P i 5 7,294 S 93 3 93 119,275 i 92 S 106, S 98,066 S 8 S 89,116 S 37,218 S 55 .556
Caah Reserve Target S 50,000 50,000 50,000 50,000 50,000 50,000 50,000 50,000 5D,000 50,000 50,000 g 50,000 50,000 50,000 50,000 50,000 50,000 �I
Assumptions: �i,
Cash basis
AN assumptions are predicted on Cash Basis presentation with no provisions made for changes in balance sheet
items that may occur from year to yeac
Revenues
Rate increases are based on customer count of 8,415 residential customers and 538 others.
Expenditures
Supplies and Services increase at a total rate of 3% per annum.
Depreciation incteases at a rate of approximately 3°/a per annum.
Capital outiay is from the 2086 CIP
,I
i
i
�I
This page has been left trlank intentiona/ly.
6�
City of B►ooklyn Center
3 Recycling Fund Rate Analysis
Rate Inc�ease 0.00'� 5.00°f 3.00% 3.00% 5.00% 5.00% 5.00°/a 5.00%
Actual Actuai Estimated Proposed Projected Projected Projected Projected
2005 2006 2007 2008 2009 2010 2011 2012
Revenues
Recycling Fee 235,160 242,588 245,100 252,453 265,076 278,329 292,246 306,858
Mise.Operating
Misc. Non-operating 426 1,409 1,200 1,200 1,200 1,20Q 1,200 1,200
Total Revenues 235,586 243,997 246,300 253,653 266,276 279,529 293,446 308,058
Expenditures
Personal Services S
Supplies
Services 254,661 245,852 239,414 258,458 266,212 274,198 282,424 296,897
Depreciation S
Debt Service
Total Expenditures 254,661 245,852 239,414 258,458 266,212 274,198 282,424 290,897
CapitalOutlay
Total Cash Requirement 254,661 245,852 239,414 258,458 266,212 274,198 282,424 290,897
Cash Reserve Target 40,OQ0 40,000 40,000 40,000 40,000 40,000 40,000 40,000
Beginning Cash Balance 36,427 15,068 5,429 12,315 7,510 7,574 12,905 23,927
Changes in Assets/Liabilities (2,284) (7,784)
Revenues 235,586 243,997 246,300 253,653 266,276 279,529 293,446 308,058
Expenditures (254,661) (245,852) (239,414) (258,458) (266,212) {274,198) (282,424) (290.897)
Depreciation Add-Back
Ending Cash Balance S 15,Q68 S 5,429 12,315 S 7,510 i 7,574 5 12,905 5 23,927 S 41,089
Cash above!(below) the
Cash Reserve Target (24,932) (34,571) (27,685) (32,490) (32,426) (27 ,ossj (16,073) 1,089
Assumptions I
Cash basis
All assumptions are predicted on Cash Basis presentation.
Revenues
Rate increases would be 3.0% in 2008 and 5.0% per year for each subsequent fiscal year through 2012 based on customer base of
8,415 residential customers and 538 others. All other revenues would remain flat over the five year period.
Expenditures
Supplies and Services increase at a total rate of 3% annum.
Depreciation increases at a rate of approximatety 3% per annum.
Cash Reserve Target
The cash reserve target is established by estimating 2 months' service charges from Hennepin Recycling Group
City of Brooklyn Center
Proposed Utility Rate Changes
Actual Proposed
2007 2008
Water Rates:
Base Rate per 1,000 gallons 1.19 1.25
Minimum Charge per Quarter:
5/8" meter 8.33 8J5
3/4" meter 13.09 13J5
1" meter 16.66 17.50
Sanitery Sewer Rates:
Quarterly Charge for:
Single Family Resident 61.10 62.63
Apartment 42.69 43J6
Senior Citizen 33.60 34.44
Non-residential Rate per 1,000
Gallons 2.44 2.51
Storm Sewer Rates:
Residential: per quarter per lot 12.86 13J6 per lot per quarter
Multi-Family Churches 154.22 165.02 per acre per quarter
Commercial/Industrial 257.04 275.03 per acre per quarter
Streetlight Rate:
Per dwelling per quarter 3.48 3.65
per acre per quarter 17.38 18.25
Recycling Pickup:
Quarterly charge 7.35 7.57
52
ZOO7 WateY RateS (per 1,000 gallons)
4.0000
$3.72
$3.48 $3.53 $3.56
3.5000
3.0000
$2.79
t7
2.5000 $2.42
0
$2.09
`w $1.94
v, 2.0000
w
f0 $1.62
0
C
1.5000
$1.10 $1.17 $1.18 $1.19
1.0000
0.5000
I
�J ��t a �t- a t�- \e �a a �e J ��e oQ e y a o �.y e J
aQ Q����J ��\a �J o�� L o a e
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Cities
2007 Water Rate per 1000 Gallons
City Rate Explanation
incl. water treatment surcharge 3.30 per
Maple Grove 1.0956 quarter plus state testing fee surcharge of
2.89 1.05/k up to 12,500, 1.20 for
Plymouth 1.1656 12,501-35,000, 2.25 for over 35,000
Fridley 1.1800 1.18 up to 5,000,000; 1.20 over 5,000,000
Brooklyn Center 1.1900 1st 7,000 flat rate 8.33 (min. charge)
St. Louis Park 1.3368 1.04 per 100 cu ft(748 gallons)
3.00 1.50 up to 50,000; 2.25 over 50,000
Brooklyn Park 1.6206 and irrigation
Champlin 1.9428 1st 2,000 flat rate of 4.87
Richfield 2.0900 per 1,000 gallons
3.15 1.92 per 1,000 0.37 capital
Robbinsdale 2.4160 surcharge per 1,000
Roseville 2.7940 12.35 2.30 per 1,000
New Hope 3.4800 1st 1,000 flat rate of 5.51
Crystal 3.5330 2.65 per 100 cu ft(748 gallons)
Minneapolis 3.5599 2.67 per 100 cu �ft (748 gallons)
Golden Valley 3.7200 1st 5,000 flat rate 18.60, over 5,000 3.72/K
54
2007 Sanitary Sewer Rates (per quarter)
90.00
$81.55
SO.00 J v."vv
$68.95 $70.15 $70.79
70.00
$64.00 $64.75
$59.25 $61.10
60.00 y�o.'i u
$50.25
50.00
d $45.10
�n $39.75
C3t 40.00
d
a
30.00
0
0
20.00
10.00
c1 a e `o a\ Q ��,��c `a e oJ r Q Qo ��S oQ
a G G J G ��c� �a
o
r �o
G Q' �Q� �a� o Q o'o
G° o o g'�' Q
0�
Cities
2007 Quarterly Sanitary Sewer Rates
Based on 25,000 Gailons of Usage
City Rate Explanation
10.00 per month plus 1.19 per 1000 gallons
Champlin 39.75 based on winter quarter consumption
Crystal 45.10 flat rate
12.70 1.40 per 1000 gallons up to winter
Roseville 47.70 average usage
Maple Grove 50.25 16.50 1.35 per 1000 gallons
Golden Valley 56.10 flat rate
3.00 2.25 per 1000 gallons based on
Brooklyn Park 59.25 winter consumption, or actua► if less
Brooklyn Center 61.10 flat rate
Richfield 64.00 2.56 per 1000 gallons
Fridley 64.75 31.08 2.59 per 1000 gallons over 12,000
Plymouth 68.95 4.20 2.47 per 1,000 gallons
10.65 1.79 per 100 cu ft
St. Louis Park 70.15 (2.38 per 1,000 gallons)
4.54/month 2.65 per 1000 gallons based
Robbinsdale 70.79 on average winter water consumption
Minneapolis 76.65 2.30 per 100 cu ft(3.066 per 1000 gallons)
4.75 for first 1000 gallons, 3.20 per 1000
New Hope 81.55 gallons for additional usage
1
56
C'ity of Broo� Center
2008 Budget
FUND: All Funds
DEPT/ACTIVITY/PROJECT: Full Time Staffing All Departments
PROFILE
Full time staffing will increase from 150.0 people to 155.0 people. Some positions will
shift departments as well.
The new positions will include
One Code Enforcement Inspector. While not new to the organization, the second
Code Enforcement Inspector is new to the budget because the 2007 budget was
adopted prior to the creation of the new position.
Three additional Police Patrol officers. One will be funded by the Auto Theft
Grant in Special Revenue Funds and two will be funded through the COPS Grant
from the Minnesota Department of Public Safety.
One additional Patrol Officer funded through the General Fund operating budget.
Positions shiftin from one Department to another include:
g
One position in Police Administration and one position in Police Investigation are
being moved to Police Patrol to assist in the development of the Community
Services policing unit.
One staff inember is shiftin from Central Supplies to Human Resources where
g
the bulk of her wark is actually performed.
One staff inember is being moved from Finance to Human Resources to establish
control of the payroll function in Human Resources.
One staff inember is being shifted from Human Resources to City Manager to
address the Assistant to the City Manager position, formerly the Assistant City
Manager who was paid from Human Resources.
One staff inember is being shifted from City Manager to City Clerk to deal with
receptionist and counter services duties.
One Neighborhood Liaison Officer (NLO) is shifted from Police Patrol to Code
Enforcement Inspector. The remaining NLO in the Police Patrol Division is
reclassified as a Crime Prevention Specialist.
57
3 City of Brooklyn Center
2008 Budget
Summary of Full Time Emp/oyee Positions
Proposed
Fund 2001 2002 2003 2004 2005 2006 2007 2008
Gene�a/ Fund
Administration 2.5 2.5 2.5 2A 2.0 2,0 2A 2.0
Human Resources 2.0 2.0 2.0 2.0 2.0 2.0 2.0 3.0
City Cierk 1.0 1.0 1.0 1.0 1.0 1.0 1.0 2.0
Elections 1.0 1.0 1.0 1.0 1.0 1.0 2.0 lA
Finance 7.0 7.0 6.0 6.0 6.0 6.0 b.0 5A
Assessing 4A 3.0 3.0 3.0 3A 3.0 3A 3A
Information Technology 1.0 1.0 2.0 2.0 2.0 2.0 2.0 2A
Pianning Zoning 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2A
General Govemment Buildings Facilities 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4A
Police Administration 2.0 2.0 2.0 3.0 3.0 3.0 3A 2A
Police Investigation 9.0 9.0 8.0 8A 8.0 7A 8.0 7.0
Police Patrol 33.0 33A 34.0 34.0 34A 35.0 35A 37.0
Police Support Services 14A 14.0 13A 12.0 12.0 12.0 9.0 9.0
Police Facility Maintenance 1.0 1.0 lA 1.0 1.0 1.0 lA 1.0
Fire lA 1.0 1.0 1.0 1.0 lA lA 1.0
Inspections 5.0 4.0 4A 4.0 4.0 4.0 4.0 4.0
Code Enforcement Z•�
Emergency Preparedness 1.0 1.0 1.0
Public Works AdministrationJEngineering SOA 10.0 8.0 7.0 6.0 6.0 6.0 6.0
Street Maintenance 8.9 9.0 9.0 8.0 7.0 8.0 8.0 8.0
Tra�c Controi 2.0 2.0 2.0 2A 2A 2A 2.0 2A
Park Maintenance 8.0 8.0 8.0 7.0 7.0 6.0 6.0 6.0
Forestry 2.0 2.0 2.0 1.0 1.0 1.0 1.0 1 A
CARS Administration 2.0 2.0 2.0 2A 2.0 2.0 2.0 2A
CARS Recreation Administratlon 4.0 4.0 3.0 4.0 4.0 4.0 4.0 4.0
CARS Community Center 4.5 4.0 4.0 3.0 3.0 3.0 3.0 3.0
CARS Pooi 1.0 lA 1.0
Central Supplies Support 1.0 1.0 1.0 1.0 1.0 lA 1.0 I
Subtotal: General Fund 132.9 130.5 1265 121A
119.0 120.0 118.0 120.0
Specia/ Revenue Funds
Economic Development Authority 2.5 2.5 2.5 2.0 2.0 2A 2.0 2,p
Grant Funtls: COPS Grant Z•�
Grant Funds: Auto Theft Grant
1.0
Subtotal: Special Revenue Funds 2.5 2.5 2.5 2.0 2A 2A 2.0 5A
n e ri e Funds
E t rp s
Li uor 0 erations 4.0 3.0 3.0 3.0 3.0 3.0 4.0 4A
Q P
Centerbrook Goif Course 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Subtotal: Enterprise Funds S.0 4.0 4.0 4.0 4.0 4.0 5.0 5.0
EaN Brown Herita e Center
e g
AdministraGon 3.0 3.0 3.0 3A 3.0 3A 3.0 3A
Inn on the Farm 2.0
Convention Center 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0
I Subtotal: EBHC 13.0 11.0 11.0 11.0 11.0 11.0 11.0 11A I
UG/ity/Interna/ Service Ope�ations
Water Utility Fund 5.0 5.0 5.0 5.0 5.3 5.3 5.3 5.3
Sanitary Sewer Utility Fund 2.0 2.0 2.0 2.0 2.3 2.3 2.3 2.3
Storm Sewer Utili Fund 1.4 1.4 1.4 1.4
tY
Central Gara e Fund 5.1 5.0 5.0 5.0 5.0 5A 5.0 5.0
i
9
Subtotal: Utility/Internal Service Operations 12.1 12.0 12.0 12A 14.0 14.0 14.0 14A
Total Fuli Time Employees 165.5 160.0 156.0 150.0 150.0 151.0 150.0 155A
staffsummary2008.x1s
5�
1
I�emorandum
Date: 15 November 2007
To: Curt Boganey, City Manager
From: Danie! Jordet Director of Fiscal Support Services
Re: Capital Maintenance Plan for Public Build�ngs
The City recently completed a study of the majority of its buildings with the goal
of establishing a list of and schedule for capital improvements to the buildings.
Maintaining the public buildings in good condition is essential to managing the
assets of the City in a responsible fashion. Following the establishment of the
needs for improvements it is necessary to determine how those improvements
will be funded.
The first three years of this plan call for 638,000.00 of improvements to City
buildings. Some of these improvements are to be made to Utility assets. These
costs may be absorbed by those utility funds, the Water and Sewer Funds,
without disruption of the current cash flow projections. There is adequate
funding being generated for those improvements. However, improvements to
the Community Center, City Hall, Police and Fire buildings, Centerbrook Golf
Course and Public Works non-utility facilities total 472,055.00 for those three
years. It would be possible to fund those improvements using reserves and
annual cash flows produced by the Municipal Liquor Fund.
The cash increases in the Liquor Fund after establishment of the second store,
have averaged more than 200,000 per year after transfer of the current
allotment to the Capital Improvements Fund for park maintenance. It would be
possible to increase the transfer from the Municipal Liquor Fund by 60,000.00
for the implementation of the Capitai Maintenance Plan without harming the
Municipal Liquor Fund. In addition a lump sum transfer of 304,000.00 from
the Municipal Liquor Fund to the Capital Improvement Fund would allow the
implementation of the Capital Maintenance Plan for all public buildings in the
schedule for the next three years.
The attached s readsheet details the costs antici ated for that eriod.
P P p
�9
City of Brooklyn Center
Capital Maintenance Pian for Pubiic Buiidings
Fiscal Years 2008 through 2010
Fiscal Year 2008 2009 2010
Projects Requirin� New Funding Sources
City Hall 9,870.00 27,807.26 11,518.12
Community Center 87,561.58 37,692.82 19,225.42
PW Facility Main 21,308.14 21,717.31 12,733.60
PW Cold Storage 981.75 31,834.00
PW Salt Storage
Police Station 13,504.31 1,251.34 6,563.59
West Fire 14,170.80 9,702.00 4,051.60
East Fire 4,966.50 10,578.49
General Fund 152,363.08 108,749.22 85,926.33
Centerbrook Clubhouse 24,789.98 4,842.18 31,624.47
Centerbrook Maint Bldg.
Centerbrook Garage 1,050.00 2,254.61
Golf Course Fund 25,839.98 7,096J9 31,624.47
Ever reen Park Bld 335.48 12,547.23
9 9
GC Park Building 76.65
Central West Bldg 4,325.38
Central Park Plaza 32,854.50 10,319.40
Central Park Gazebo
Capital Imp. Fund 33,266.63 14,644J8 12,547.23
SUBTOTAL 211,469.69 130,490J9 130,098.03
Pro�ects Funded b Existin Utili Sources
l Y 9 tY
Lift Station 1 4,673.90 2,077.89
Lift Station 2 1,669.50 16,565.06 13,923.64
Sewer Fund 6,343.40 16,565.06 16,001.53
Well 2
Well3 8,095.50 2,976J5
Wetl4 2,044.55 2,175.13 5,209.20
WellS 8,065.00 3,355.30
Well6 14,486.22 12,790.10 4,471.23
Well7 4,049.96 4,638.50
Well8 3,097.50 248.06 9,839.60
Well9 4,620.00 27,191.64
Well10 3,099.08 1,323.00 4,949.15
Water Fund 47,557.81 46,704.68 32,462.98 '�'I
SUBTOTAL 53,901.21 63,269J4 48,464.51
TOTAL COSTS 265,370.90 193,760.53 178,562.54
60 'I
City of Brooklyn Center
A Millennium Community
MEMORANDUM
DATE: November 9, 2007
TO: Curt Boganey, City Manager
FROM: Todd Blomstrom, Director of Public Works
SUBJECT: Capital Maintenance Planning for Public Buildings
In July 2007 the City Council authorized the development of a long-term Capital Maintenance Plan
for the City's public buildings. The consulting firm Bonestroo Associates was hired to assist with
the project based on their expertise and experience in architectural and mechanical building design.
Bonestroo Associates has prepared a report summarizing the results of this study process. An
executive summary of the report is attached to this memorandum.
Preparation of the Capital Maintenance Plan included a comprehensive condition assessment for the
City's building structures. The consultant used data collected during field inspections of each
building to determine a recommended schedule and cost estimate for future capital maintenance
items. The condition assessment process generally included the items listed below.
Roof Repair Replacement Concrete Sidewalks
Building Cooling Systems ADA Compliance
Building Heating Boilers Exterior Trim
Ventilation System Exterior Building Surfaces
Plumbing Doors and Windows
Electrical Overhead Doors
MechanicaY Enclosures Interior Carpet Replacement
Parking Lot Pavements Interior Flooring Repair
The data table provided with the executive summary compiles the projected costs of' maintenance
items for public buildings over the time period extending out to the year 2025. The Capital
Maintenance Plan represents the City's first attempt to provide long-term planning for building
maintenance and quantification of the funding necessary to rnaintain the current building inventory.
Public Works staff and the project consultant are available to further discuss the report at your
request.
6301 Shingle Creek Parkway Recreation and Community Center Phone TDD Number
Brooklyn Center, MN 55430-2199 (763) 569-3400
City Hall TDD Number (763) 569-3300 FAX (963) 569-3434
FfLK (763) 569-3494
tott�at�. ci t>>o fbrooklyn cente�: org
2335 Highway 36 W
St Paul. MN 55113
TeIfiST-636-�1600
Fax 651�636-1311
www 6onestroo com
��nestroo
November i 2007
Mr Dave Peterson, Deputy Director of Public Works
t�ity of Btooklyn Center
6844 Shingle Creek Parkway
Braoklyn Center, MN 55430-1418
RE: Capital Maintenance Pianning for Municipal Public Buildings
Final Report
Bonestroo Project No 000412-07002-0
Dear Mr. Peterson.
We appreciate the opportunity to provide our professional services in the form of this Facility
A essment/Ca ital Maintenance Piannin Re ort for the Cit nf Broakl n Centers' Munici al
ss P
P 9 p Y Y
Public Buildings
The process ta prepare this report induded ihe following tasks.
t. Meetings with City staff to collect existing data, drawings, and information on each of
the buildings included in this report
2 Comprehensive field condition assessment of each building by an Architect, Structural
Engineer, Mechanical Engineer, Electrical Engineer, and Civil Engineer TheSe on-site
6uilding condition assessments, which looked at the functional, structural, and
building 5ystems elements, were performed with City staff in attendance to provide
the necessary access and to answer additional questions as they arose.
3 The information gathered during the building condition assessments, identifying
technica( issues and cancems, was used to develop written assessments of each
building Induded with the buitding condition assessments are recommendations far
addressing the technical issues and concems along with opinions of probable
constructian cost for each item.
4 The next step in thi5 process was to determine priarities for each of the buildings
related to the recommended repairs and/or maintenance items This was done initially
by the Architect and Engineers, and then was reviewed with City staff to make sure
they were in agreement and understood the reasoning behind the prioritization and
where there was flexibility to make adjustments to the timeframe for the
recommended repairs andlor maintenance items
5 The Draft Repo�t, prepared based on the distussions with City staff and the Architect
and Engineers, was distributed to Ciry staff far review and comment The meetir�g to
collect the review comments from City staff was held on Wednesday, November 7,
2007.
6 The Final Repo�t indudes the comments received fram City staff- s' Pa�'
5t cloud
Rochester
Milwaukee
Chicago
r
Mr. Dave Peterson November 12 1007
CMP lor Municipa/ Pub/ir Bui/rJings Page
The information contained in this report covers the foliowing buildings andlor structures
City Hall twa-stary faci{ity constructed in 1911, remodel and addition in 200�
Community Center two-story faciliry constructed in 1971; remodel and adclition in 200Z
Puhlic Works Facility Constructed in 1971 and expanded in 1994
Public Works Cold Storage Building— Constructed in 1980 and expanded in 1983
Public Works Salt/Sand Storage Building Constructed in 2006
Police Station Building two-story facility constructed in �002
West Fire Statian Constructed in 1999
East Fire Station ConStructed in 1982 and remode(ed in 1999
Centerbrook Golf Course Club Hause Constructed in 1986
Centerbrook Golf Course Maintenance Building Constructed in 2003
Centerbrook Golf Course Storage Garage Construction date unknown
Lift Station No 1— Canstructed in 1996
Lift Station No. Z- Constructed in 1991
Municipal Weil Na 2— Housed within West Fire Station Constructed in 1999
Municipa) Well Na 3— Constructed in 1961
Municipal Well No. 4— Constructed in 1989 and expanded in 1999
Municipal Well No 5— Constructed in 1999
Municipal Wel{ No 6— C'onstructed in 1999
Municipal Well No 7— Constructed in 1970
Municipal Well Na. 8— Constructed in 1977
Municipal Well No. 9— Constructed in 1983
Municipal Well No 10 Constructed in 1991
Evergreen Park Building Constructed in 1998
Garden City Park Building Relocated and renovated in 2004
Central Park West Building Constructed in 1991
Central Park Plaza —�onstruction date unknown
Centra( Park Gazebo Constructed in 1983
Each of the buildings and/or structures listed above have a separate tab in this report and included
under each tab i� a brief description of the building or strur.ture, an assessment of the current
condition of the building or structure from a general, mechanical and electrical systems
perspective, existing drawings with field notes where applicable, drawings with proposed building
improvements where applicable, and an opinion of prabable construction cast for the
recommended building and/or services improvements_
Each of the retommended building and/or services improvements has been assigned a priority
number that includes
1 Life Safery
Z Code Related lssues
3= Exterior Building Envelope Stabilization
4 Recommended
Mr. Dave Peterson O�CObe� Z007
CMP for Municipal Public 8uildfngs Page
Garden City Park Building Relocated and renovated in 2004
•�entral Park West Building Constructed in 1991
Central Park P1aza Construction date unknown
C.entral Park Gazebo Constructed in 1983
Each af the buiidings and/or structures listed above have a separate tab in this report and induded
under each tah is a brief descriptian of the building or structure, an assessment of the current
r_ondition of the building or structure from a general, mechanical and electrical systems
perspective, existing drawings with field notes where applicable, drawings with prapo5ed building
improvements where applicabie, and an opinion of probable construction cost for the
recommended bui{ding and/or services improvements
Each of the recommended building and/or services improvements has been assigned a priority
number that includes:
1 life Safety
2 Cotle Related Issues
3= Exterior Building Envelope Stabilization
4 Recommended
As you wiil see going through this report, there are not many improvement items that have a 2
(Code Related Issues) assigned to them The main reason for this is that if the buildings are left as
is, they are not required by the current applicable building codes to be �rought into compliance
But as soon as we start to make improvements to these buildings, the current applicable building
codes will become enforcea�le and then most of the recommended improvements wiil 6ecome a
code related issue
We have also provided an executive summary of the probable costs to upgrade andlor imprave the
buiidings incfuded.in this report This summary lists each building and/or structure and identifies
the robahle costs by yea�
P
Should you wish to discuss anything contained in this report in further detail, or if you need
clarification of anything contained in this report, please do not hesitate to r.ontact me at (65 l)
604-4$49
Sincerely yours,
BONESTRQO
Bruce P. PauJson, A.I A
BPP:��
Pro'ect Architect
1
City of Brooklyn Center
Capital Maintenance Planning for Municipal Public Buildings
Building o� Structure
Estimated Maintenance/Improvement Expenditure by Year
2008 2009 2010 2011 2012 20 13 2014 2015 201 2017 2018 2019 2020 2021 2022 2023 2024 2025
City Hall Constructed 1971; 9,870.00 27,807.26 11,518.12 2,127.13 44,670.50 56,213.00 19,206.20 40,954.32 6,841.20 328,224.51 372,531.50 75,636.00
Remodeled 2002
w....
_._.._._.._..W_.._.._
Community Center
Constructed 1971; Remodeled 87,561.58 37,692.82 19,225.42 363,762.93 59,347.95 366,093.9a 28,033.67 51,192.90 9,773.40 256.55 90,304.21 327.42 22,690.80 8,423.10
2002
Public Works Facility
Constructed 1971; Remodeled 21,308.14 21,717.31 12,733.60 5,360.00 8,020.47 20,906.69 106,432.33 174,878.18 128,406.85 53,932.87 8,367.57 43,656.00 25,212.00
1994
FW Cold Storage Building
Construded 1980; Remodeled 981.75 31,834.00 5,469.75 68,108.14 34,532.68 12,572.24 43,656.90
1983
..y.,.
PW Sak Storage Building 4,256.46 29,698.20 15,279.60 7,643.82
Constructed 2006
Police Station Building 13,504.31 1,251.34 6,563.59 9,172.80 2,552.60 83,761.19 87,225.30 81,548.43 156,333.28 78,587.52
Constructed 2002
T 14,170.80 ._...�..._...w.�..__ _..0
West Fire Station
Construded 1999 9,702.00 4,051.60 12,421.04 7,387.00 10,099.18 31,041.95 217,752.88 19,185.98 1,559.18 12,033.00
..W.._....._..
East Fire Station
Constructed 1982; Remodeled 4,966.50 10,578.49 22,766.88 1,608.00 13,669.98 1,772.88 29,808.87 2,334.67 51,066.76 52,467.35 10,394.50 2,979.60 38,938.79
1998
Centerbrook Golf Course
Club House Constructed 24,789.98 4,842.18 31,624.47 5,685.92 633.20 625.00 808.16 51,388.33 1,031.40 3,609.90
1986
._...__...._._...._..w__ i
CenterbrookGolf Course •--..-.....-�-...W...____ i
Maintenance Building 12,268.43 2,933.80 1,346.93 4,038.18 3,695.85 14,439.60
Constructed 2003 I
Centerbrook Golf Cour
se
Garage Construction date 1,050.00 2,254.61 5,276.63 7,408.24
unknown
Lift Station No. 1 g 4,673.90 2,077.89 5,360.46 92,302.35 17,188.52 5,251.40 570.21 3,024.80 3,274.20 2,887.92
Constructed 1996
10,148.71 2,463.56 _....w._.._...._._..... 2
1,669.50 16,565.06 46,189.00 8,997.92 T.m. M
Lift Station No. 2 ,155.08 2,004.65 23,378.40
Construded 1991
��...__.�...�..�._...._..._..W.. .......W.�..._.._.......�. ..w__. .___..�._......._.Y..__.....
7,035.50
�._..u.�.._.�__.
Municipal Well No. 2 3,848.18 12,681.29
Constructed 1999
..Construded 196N...��__�.... 8.095.50 2,976.75 9�906.64 16,3
p o. 3
71.27 2, t 55.08 5,615.40
Municipal Well No. 4
Constructed 1989; Remodeled 2,044.55 2,175.13 5,209.20 1,531.56 32,830.00 9,357.22 616.81 2,963.24 3,781.80
1995
8,065.00 .w___�_
Municipal Wel1 No. 5 3,355.30 2,833.39 26,800.00 7,035.50 2,437.71 680.07 3,111.24 3,970.89
Constructed 1999
Municipal Well No. 6 14,486.22 12,790.10 A 4,4 7,035.50
Construded 1999 2,415.55 8,714.62 17,398.03 2,262.72 2,887.92
4,049.96 4,638.50 5,191.35 28,408.00 7,035.50
Municipal Well No. I 16,589.91 2,619.36 4,967.91
Construded 1970
Municipal Well No. 8 g 3,097.50 T 248.06 9,839.60 1,601.76 1,608.00 7,035.50 2,052.36 433.69 18,710.10 2,619.36
Construded 1977
Municipal Well No. 9- 4,620.00 27,191.64 c 3,350,00 1,688.52 52,447.70 N.µ_ 2,155.08 29,226.SU 2,750.40 6,016.50 I
Gonstructed 1983
Municipal Well No. 10 3,099.08 1,323.00 4,949.15 6,170.86 8,724.02 45,060.70 14,095.11 9,268.44 2,155.48 1,216.91 2,750.40
Construded 1991
.......__w...
Evergreen Park Building
Constructed t998 335.48 12,547.23 2;711.03 1,111,70 8,604.57
Garden City Park Building 76.65 ,n.. 3,490.43 3,771.20 1.489.80 5,1 i4.03
Renovated 2004
Central Park West Building y
Construded 1991 a,325.38 5,514.10 1,167.34 3,563.82 5,638.32 9,903.16
Central Park Piaza 32,854.50 10,319.4Q T.A^ w s 2,052.36
Construction date unknown
Central Park Gazebo 1,881.73 M 3,824.78
Cansiruded 1983
Total Estimated
Expenditure by Year S 265,370.88 S 193,760.52 E 178,562.55 a 432,892.47 S 188,853.54 S 527,785.00 160,021.97 3 337,328.83 S 202,035.11 S 216,717.81 S 361,109.21 5 363,400.3T S 710,590.25 S 58,606.03 S 314,720.51 s 445,562.53 S 193,086.68 S 186,812.33
000412-07002-0
Ciry of Brooklyn Center CMP for Municipal Public Buildings 1 EXECUT'IVE SUMMARY