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Home My WebLink About2012 07-02 CCP Joint Session with Financial Commission AGENDA CITY COUNCIL/FINANCIAL COMMISSION JOINT WORK SESSION Monday, July 2, 2012 6:30 p.m. City Hall—City Council Chambers I. Call to Order 11. Capital Improvements Plan 2013 —2027 a. Scheduled Projects for 2013 b. Balance of CIP through 2027 C. Funding Sources III. EBHC Capital Plan a. Scheduled Projects for 2013 —2014 b. Modifications and Shifts from Prior Years' Plan c. Funding Sources IV. Capital Maintenance Building Plan a. Projects for 2013 —2014 b. Funding Sources V. Miscellaneous VI. Adjournment City of Brook&n Center 2013 CAPITAL IMPROVEMENT PROGRAM PROFILE The 2013-27 Capital Improvement Plan(CIP) is a planning document that presents a fifteen-year overview of scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a long-term financing plan that allows the City to allocate funds for these projects based on assigned priorities. The fifteen-year horizon of the CIP provides the City with an opportunity to evaluate project priorities annually and to adjust the timing, scope and cost of projects as new information becomes available. The information contained in this plan represents an estimate of improvement costs based on present knowledge and expected conditions. Changes in community priorities, infrastructure condition and inflation rates require that adjustments be made on a routine basis. A capital improvement is defined as a major non-recurring expenditure related to the City's physical facilities and grounds. The 2013-2027 CIP makes a concerted effort to distinguish between major maintenance projects contained in the City's operating budgets and capital improvement projects financed through the City's capital funds and proprietary funds. Typical expenditures include the cost to construct roads, utilities, parks, or municipal structures. The CIP is predicated on the goals and policies established by the City Council, including the general development, redevelopment, and maintenance policies that are part of the City's Comprehensive Plan. A primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent with funding opportunities and in coordination with other improvement projects. CIP Project Types The Capital Improvement Plan proposes capital expenditures totaling just under$121 million over the next 15 years for basic improvements to the City's streets, parks, public utilities, and municipal buildings. A brief description of the four functional areas is provided below. Public Utilities The City operates four utility systems, all of which have projects included in the CIP—water, sanitary sewer, storm drainage, and street lighting. A vast majority of the public utility improvements are constructed in conjunction with street reconstruction projects. The remaining portion of public utilities projects include improvements to water supply wells, water towers, lift stations,force mains and storm water treatment system. Street Improvements Street improvements include reconstruction or resurfacing of neighborhood (local), collector and arterial streets. Proposed improvements include the installation or reconstruction of curb and gutter along public roadways. As noted earlier, street improvements are often accompanied by replacement of public utilities. Park Improvements Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting and other facilities that enhance general park appearance and increase park usage by providing recreational facilities that meet community needs. CIP(2013—2027)---DRAFT' Page 11 Capital Maintenance Building Improvements Capital maintenance building improvements include short and long term building and facility improvements identified in the 18-year Capital Maintenance Building Program approved in 2007. CIP Funding Sources Capital expenditures by funding source for the fifteen-year period are shown in Table 1 and Figure 1. Major funding sources are described below. Public Utility Funds Customers are billed for services provided by the City's water, sanitary sewer, storm sewer,and street lighting public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates the needs of each public utility system and establishes rates for each system to meet those needs. Capital Improvements Fund This fund is comprised of transfers from the General Fund, repayment of debt from the Golf Course operating fund, and transfers from liquor operations. Typically the City Council has directed these funds towards municipal facilities such as parks,trails,public buildings and other general purpose needs. Special Assessment Collections Properties benefiting from street and storm sewer improvements are assessed a portion of the project costs in accordance with the City's Special Assessment Policy. Every year the City Council establishes special assessment rates for projects occurring the following year. Rates are typically adjusted annually to maintain the relative proportion of special assessments to other funding sources. Street Reconstruction Fund The Street Reconstruction Fund provides for the cost of local street improvements along roadways that are not designated as municipal state aid routes. The revenue for this fund is generated from franchise fees charged for the use of public right-of-way by natural gas and electric utility companies. The City's ability to provide adequate revenue for the Street Reconstruction Fund is currently one of the main limiting factors in determining the rate at which future street and utility improvements can be accomplished. Municipal State Aid(MSA)Fund State-shared gas taxes provide funding for street improvements and related costs for those roadways identified as MSA streets. The City has 21 miles of roadway identified as MSA streets and is therefore eligible to receive funding based on this designation. The annual amount available is approximately $830,000 and provides for maintenance and construction activities within the City's MSA street system. Funds to be Determined A dedicated funding source for portions of the Capital Maintenance Building Improvements is yet to be determined. The Liquor Store Enterprise fund was used in 2008 and 2009. In 2010,accumulated unspent funds in the General fund in excess of the amounts required by cash flow needs were used. Other funding sources in this category include grants, park district funding, watershed funding, and county funding as determined on a project by project basis. CIP(2013—2027)---DRAFT Page 12 TABLE 1.2013-2027 Capital Improvement Plan- Summary by Funding Source Total Funding Average Annual Percent of Need 2013-2027 Funding Need Total Need Water Utility $20,095,000 $1,339,667 15% Sanitary Sewer Utility $15,997,000 $1,066,467 13% Storm Drainage Utility $11,064,000 $737,600 9% Street Lighting Utility $2,367,000 $157,800 2% Municipal State Aid $8,105,000 $540,333 6% Street Reconstruction Fund $19,560,000 $1,304,000 15% Capital Projects Fund $2,900,000 $193,333 2% Special Assessment Collections $19,900,000 $1,326,667 16% Other Funding Sources $833,000 $55,533 1% Funds To Be Determined $26,357,000 $11757,133 21% TOTAL $127,178,000 1 $8,478,533 100% FIGURE 1. 2013-2027 Capital Improvement Plan–Overview of Project and Funding Sources. Capital Improvement Plan by Funding Source Funds To Be Other Determined, 21% Funding— iiifary Sewer, Sources, a 1% Special Assessments,— 16% Street Reconstruction, 15% Capital Projects, , Street Light, 2% 2% CIP(2013—2027)---DRAFT 13 CIP PROJECT AREAS 2013 - 2020 - IA W 3 4 Legend Complete Reconstruction Projects `k Palmer Lake West Area-2016 Kylawn Park Area-2013 Evergreen Park Area-2017 111 _ Humboldt Avenue(53rd to 57th)-2014 =Firehouse Park Area-2018 51st Avenue-2014 Interstate Area-2019 �Wangstad Park Area-2014 Logan/Lilac/59th Area-2020 63rd Avenue(west of Xerxes)-2015 Grandview Area-2020 -t---- Freeway Park Area-2015 Full Depth Pavement Replacement Projects a Freeway Blvd(west of Xerxes)-2015 Mill and Overlay Projects Freeway Blvd(east of Xerxes)-2016 s 57th Avenue(Humboldt to 1-94)-2016 69th Avenue(Shingle Creek Pkwy to Dupont)-2017 Cdy of France Ave(north of 69th)-2017 BROOKLYN • • •Bellvue Area-2018 CENTER Completed Construction(75.8 Miles-72%since 1990) June 2012 CIP PROJECT AREAS 2021 - 2027 PT - .M • • s ..... .......----- z, J d F t.�P l 09 Legend Complete Reconstruction Projects J�JT� Ryan Lake Industrial Park-2021 53rd Avenue-2023 � -Woodbine Area-2024 dt� Orchard Lane East Area-2025 Full Depth Pavement Replacment Projects 51st Avenue(west of France)-2023 Z3'--m Knox,James and 54th Area-2023 =__'LydaleAvenue-2023 a Humboldt Avenue-2024 a Orchard Lane West Area-2026 a Meadowlark Garden Area-2026 a 53rd and Xerxes Avenue-2026 Mill and Overlay Projects •• Northwest Area-2027 St Alphonses Area-2027 C"ty of BROOKLYN • • 67th and James Avenue-2027 CENTER Jahn Martin Drive-2027 • • 68th and Lee Avenue-2027 Completed Construction(75.6 Miles-72%since 1990) June 2012 Table 2 Capital Improvement Program(2013-2027) DRAFT June 26,2012 Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project Project Assessments Reconst.Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost 2013 Baseball Backstop Rapt cements $0 $0 $0 $0 $0 $0 $0 $28,000 $0 $0 $28,000 Capital Maintenance Building Program 2013 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,633,000 $1,633,000 K lawn Park Area Improvements $1,380,000 $1,330,000 $360,000 $1,060,000 $1,330,000 $1,420,000 $110,000 $0 $0 $0 $6,990,000 Connections Shingle Creek Restoration Project $0 $0 $0 $88,000 $0 $0 $0 $0 $263,000 B $351,000 Centennial Park Youth Soccer Field $0 $0 $0 $0 $0 $0 $0 $50,000 $120,000 A $170,000 Hwy 100 Bridge at CR 10/CR 57 10-ft trail C $50,000 $50,000 2013 Subtotal $1,380,000 $1,330,000 $360,000 $1,148,000 $1,330,000 $1,420,000 $110,000 $78,000 $383,000 $1,683,000 $9,222,000 NOTES:(A)Anticiapted Hennepin County Youth Sports Program Grant submittal($120,000) (B)Joint funding share from Brooklyn Park,Shingle Creek Watershed Commission and Clean Water Act Grant. (C)Funding from Brooklyn Center's TIF 2. 2014 Centennial Park Tennis Courts Resurfacing $0 $0 $0 $0 $0 $0 $0 $82,000 $0 $0 $82,000 Capital Maintenance Building Program 2014 $0 $0 $0 $0 $0 $0 $0 $0 $0 $92,000 $92,000 Storm Water Pond 60.001 Rehab $0 $0 $0 $23,000 $0 $0 $0 $0 $0 $0 $23,000 Storm Water Pond 50-001 Rehab $0 $0 $0 $93,000 $0 $0 $0 $0 $0 $0 $93,000 Willow Lane Park Trail Reconstruction $0 $0 $0 $0 $0 $0 $0 $54,000 $0 $0 $54,000 Replace Traffic Signals at 66th Ave&Hwy 252 $0 $0 $195,000 $0 $0 $0 $0 $0 $0 $0 $195,000 Humboldt Ave N(53rd to 57th)Reconstruction $310,000 $0 $140,000 $0 $240,000 $210,000 $20,000 $450,_000 C D $0 $1,370,000 51st Avenue Improvements at Brooklyn Blvd $70,000 $30,000 $50,000 $10,000 $70,000 $60,000 $0 $0 $290,000 $0 $9 $0 $0 $9 $0 $0 $9 $0 El $6 $9 an stad Park Area Improvements $1,390,000 $1,490,000 $230,000 1 $1,170,000 $1,230,000 1 $1,530,000 1 $40,000 1 $0 $0 1 1 $0 $7,080,000 2014 Subtotal $1,770,000 $1,520,000 $615,000 $1,296,000 $1,540,000 $1,800,000 $60,000 $136,000 $450,000 592,000 $9,279,000 NOTES:(D)Anticiapted Hennepin County funding share. 2015 Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $0 $41,000 $0 $0 $41,000 Freeway Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $36,000 $0 $0 $36,000 Capital Maintenance Building Program 2015 $0 $0 $0 $0 $0 $0 $0 $0 $0 $337,000 $337,000 Lions Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $67,000 $0 $0 $67,000 63rd Avenue North Reconstruction $250,000 $0 $2,220,000 $0 $410,000 $310,000 $90,000 $0 $0 $0 $3,280,000 Freeway Blvd Improvements west of Xerxes $70,000 $60,000 $0 $40,000 $15,000 $0 $0 $0 $185,000 Freeway Park Area Improvements $1,030,000 $1,390,000 $0 $1,050,000 $1,010,000 $1,340,000 $110,000 $0 $0 $0 $5,930,000 2015 Subtotal $1,350,000 $1,450,000 $2,220,000 $1,090,000 $1,420,000 $1,650,000 $215,000 $144,000 $0 $337,000 $9,876,000 2016 Brooklyn Blvd City Entrance Signs __ $0 $0 $0 $0 $0 $0 $0 $16,000 $0 $0 $16,000 Capital Maintenance Building Program 2016 $0 $0 $0 $0 $0 $0 $0 $0 $0 $155,000 $155,000 Lift Station 1-Wet Well Improvement $0 $0 $0 $0 $130,000 $0 $0 $0 $0 $0 $130,000 Sanitary Sewer Lining along Mississippi River $0 $0 $0 $0 $750,000 $0 $0 $0 $0 $0 $750,000 Storm Water Pond 46-001 Rehab___- - $0 $0_ _--$0 $90,000 $0 $0 $0__ $0 $0 $0 $90,000 9th Ave Greenway&Cahlander Park Fence Rehab $0 $0 $0 $0 $0 $0 $0 $67,000 $0 $0 $67,000 Enter Generator Replacement for Lift Station No.2 $0 $0 $0 $0 $87,000 $0 $0 $0 $0 $0 $87,000 Water Tower No.3 Painting $0 $0 $0 $0 $0 $1,138,000 1 $0 $0 $0 $0 $1,138,000 Freeway Blvd Mill and Overlay east of Xerxes Avenue $110,000 $310,000 $0 $80,000 $10,000 $10,000 $40,000 $0 $0 $0 $560,000 Brooklyn Boulevard Corridor Recon/Com lete Street Im $0 $0 $0 $0 $0 $0 $0 $0 $0 $20,000,000 $20,000,000 Northport Park Building Replacement $0 $0 $0 $0 $0 $0 $0 $400,000 $0 $0 $400,000 Hw 100 Brid a at Brooklyn Blvd $100,000 �$29.433 57th Avenue Mill and Overla Humboldt to I-94 $30,000 $0 $270,000 $0 $10,000 $10,000 $110;000 Palmer Lake West Area Improvements $1,000,000 $1,200,000 $0 $940,000 $1,040,000 $1,920000 $110,000 $0 $0 $0 2016 Subtotal $1,140,000 $1,510,000 $270,000 $1,110,000 $2,027,000 $2,378,000 $260,000 $483,000 $o $20,255,000 G:\Administration\Budget\2013\CIP 2013\120626_DRAFT 2013-14 CIP Table 2 Table 2 Capital Improvement Program(2013-2027) DRAFT June 26,2012 Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project Project Assessments Reconst.Fund Fund Utility Utility Utility Utilit Fund Fundin Sources Determined Cost 2017 West River Rd Trail Replacement $0 $0 $0 $0 $0 $0 $0 $134,000 $0 $0 $134,000 Water Tower No.2-Painting $0 $0 $0 $0 $0 $1,030,000 $0 $0 $0 $0 $1,030,000 Well Motor Speed Controls FD Wells 4,5,7,9 and 10 $0 $0 $0 $0 $0 $360,000 $0 $0 $0 $0 $360,000 Capital Maintenance Building Program 2017 $0 $0 $0 $0 $0 $0 $0 $0 $0 $294,000 $294,000 9th Ave Mill 8 Overlay(Shingle Crk Pkwy to Dupont Ave $200,000 $0 $520,000 $0 $10,000 $10,000 $50,000 $0 $0 $0 $790,000 France Avenue Mill and Overlay north of 69th $50,000 $0 $190,000 $0 $10,000 $10,000 $20,000 $0 $0 $0 $280,000 Evergreen Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $60,000 $0 $0 $60,000 Evergreen Park Area Im rovements $1260000 $1660,000 $410,000 $1,080,000 $1,430,000 $1920,000 $120,000 $0 $0 $0 $7,880,000 Eerie Brown/0 rtunit Area Street Light Replacement-nodes $0 $0 $0 $0 $0 $127,000 $0 $0 $0 $127,000 2017 Subtotal $1,510,000 $1,660,000 $1,120,000 $1,080,000 $1,450,000 $3,330,000 $317,000 $194,000 $0 $294,000 $10,955,000 2018 Centennial Park East Trail Replacement $0 $0 1 $0 $0 $0 $0 $0 $101,000 $0 $0 $101,000 Water Tower No.1 Painting $0 $0 $0 $0 $0 $567,000 $0 $0 $0 $0 $567,000 Capital Maintenance Building Program 2018 _ $0 $0 $0 $0 $0 $0 $0 $0 $0 $438,000 $438,000 Bellvue Area Mill and Overlay $230,000 $360,000 $120,000 $460,000 $40,000 $20,000 $0 $0 $0 $1,230,000 Firehouse Park Area Improvements $1,790,000 $2,100,000 $240,000 $1,260,000 $1,580,000 $1,350,000 $130,000 2018 Subtotal $2,020,000 $2,460,000 $360,000 $1,720,000 $1,620,000 $1,937,000 $130,000 $101,000 $0 $438,000 $10,786,000 2019 Park Playground Equip Re lacement $0 $0 $0 $0 $0 $0 $0 $209,000 $0 $0 $209,000 a ital Maintenance Building Program 2019 $0 $0 $0 $0 $0 $0 1 $0 1 $0 1 $0 1 1 $541,000 $541,000 Lift Station No.9 Force Main Replacement $0 $0 $o $0 $210,000 $0 1 $0 1 $0 1 SO 1 1 $0 1 $210,000 nterstate Area Improvements $1,190,000 $2,020,000 $0 $1,160,000 $1,290,000 $1,690,000 1 $90,000 1 $0 I $0 I I $0 1 $7,440,000 2019 Subtotal $1,190,000 $2,020,000 $0 $1,160,000 $1,500,000 $1,690,000 $90,000 $209,000 $0 $541,000 $8,400,000 2020 Park Playground Equip Replacement $0 $0 $0 $0 $0 $0 1 $0 $211,000 $0 1 $0 1 $211,000 Capital Maintenance Building Program 2020 $0 $0 $0 $0 $0 $0 1 $0 $0 1 $0 I $936,000 1 $936,000 Lo an/Lilac/59thAvenueReconstruction $320,000 $0 $840,000 $0 $10,000 $180,000 1 $20,000 $0 I $0 1 1 $0 1 $1,370,000 Grandview Park Area Improvements $1,520,000 $2,200,000 $240,000 $1,270,000 $1,260,000 $1,470,000 $150,000 $0 1 $0 1 1 $0 1 $8,110,000 2020 Subtotal $1,840,000 $2,200,000 $1,080,000 $1,270,000 $1,270,000 $1,650,000 $170,000 $211,000 $0 $936,000 $10,627,000 2021 Park Playground Equip Replacement $0 $0 1 $0 $0 $0 $0 $0 $217,000 $0 $0 $217,000 Capital Maintenance Building Program 2021 $0 $0 $0 $0 $0 $0 $0 $0 $0 $108,000 $108,000 Ryan Lake Industrial Park Area Improvements $230,000 $300,000 $0 $180,000 $110,000 $260,000 1 $15,000 1 $0 1 $0 1 1 $0 1 $1,095,000 2021 Subtotal $230,000 $300,000 $0 $180,000 $110,000 $260,000 515,000 $217,000 $0 5108,000 $1,420,000 2022 Palmer Lake Trail Mill and Overlay $0 $0 $0 $0 $0 $0 $0 _ $185,000 $0_ _ $0_ _ $185,000 - -- - --- -- - ----- - --- -- - ----._- ------- - --- Ca ital Maintenance Building Program 2022 $0 $0 $0 $0 $0 $0 $0 $0 $0 $412,000 $412,000 Northwest Area Mill and Overlay $180,000 $220,000 $0 $180,000 $110,000 $140,000 $60,000 $0 1 $0 1 1 $0 1 $890,000 2022 Subtotal $180,000 $220,000 $0 $180,000 $110,000 $140,000 $60,000 $185,000 $0 $412,000 $1,487,000 2023 Capital Maintenance B ilding Program 2023 $0 $0 $0 $0 $0 $624,000 Knox,James and 54th Ave Area Improvements $190,000 $200,000 $0 $ $20,000 $10,000 $0 $0 $0 $520,000 51st Avenue lm rovments west of France Avenue $120,000 $40,000 $0 $10,000 $10,000 $20,000 $0 $0 $0 $210,000 53rd Ave_nue North Improvements $10,000 $0 $1,560,000 $70,000 $270,000 $130,000 $0 $0 $0 $2,040,000 L ndale Avenue Improvements $40,000 $120,000 $90,000 $100,000 $10,000 $20,000 $0 $0 $0 $410,000 2023 Subtotal $360,000 $360,000 $1,650,000 $140,000 $200,000 $300,000 $170,000 $0 $0 $624,000 $3,804,000 G:Wdministration\Budget%2013\CIP 2013N20626_DRAFT 2013-14 CIP Table 2 Table 2 Capital Improvement Program(2013-2027) DRAFT June 26,2012 Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project Project Assessments Reconst.Fund Fund Utility Utility Utility utility Fund Funding Sources Determined Cost 2024 Woodbine Area Improvements $1,220,000 $1,040,000 $100,000 $270,000 $910,000 $1,470,000 $120,000 $0 $0 $0 $5,130,000 Humboldt Avenue North Improvements $230,000 $0 $140,000 $0 $190,000 $100,000 $30,000 $0 $0 $0 $690,000 Capital Maintenance Building Program 2024 $0 $0 - so I $0 $0 $0 $0 I $0 I $0 1 1 $240,000 1 $240,000 2024 Subtotal S1,450,000 $1,040.000 $240,000 S270,000 51,100.000 $1,570,000 $150,000 $0 $0 $240,000 $6,060,000 2025 Orchard Lane East Improvements $1,750,000 $1,510,000 $0 $130,000 $900,000 $1,680,000 $150,000 $6,120,000 69th Ave.01.Utility and StFeet FnpFevements $9 Capital Maintenance Building Program 2025 $0 $0 $177,000 $177,000 2025 Subtotal $1,750,000 $1,510,000 $0 $130,000 $900,000 $1,680,000 $150,000 $0 $0 $177,000 $6,297,000 2026 Orchard Lane West Improvements $2,460,000 $1,520,000 $0 $50,000 $990,000 $80,000 $175,000 $5,275,000 Meadowlark Gardens Area lm rovements $640,000 $240,000 $130,000 -$50,000 $50,000 $170000 $105,000 $1,285000 53rd and Xerxes Avenue Improvements $60,000 $170,000 $0 $60,000 $50,000 $340,000 Emergency Generator Replacement,Lift Station No.1 $130,000 $130,000 Lift Station No.1 Wet Well Improvements/Rehabilitation ____ $200,000 $200,000 Hockey Rink Rehabilitation/Replacements _ $150,000 $150.000 Irrigation Systems Rehabilitation/Replacements $100,000 $100,000 Centennial Park Softball Field Regrading _ $315,000 $315,000 Capital Maintenance Building Program 2026 i 1 1 $220,000 $220,000 2026 Subtotal S3,160,000 S1,930,000 S130,000 $60,000 $1,370,000 $250,000 $330,000 $565,000 $0 $220,000 $8,015,000 2027 St.AI hones Area Mill and Overlay S280,000 $20,000 $0 $130,000 $20,000 $10,000 $45,000 $505,000 7th and James Avenue Mill and Overlay $120,000 $20,000 $0 $50,000 $10,000 $10,000 $15,000 $225,000 John Martin Drive Mill and Overlay $70,000 $0 $60,000 $0 $10,000 $10,000 $60,000 $210,000 68th and Lee Avenue Mill and Overlay $100,000 $10,000 $0 $50,000 $10,000 $10,000 $20,000 $200,000 Miscellaneous Tennis Court Resurfacing $45,000 $45,000 Softball/Baseball Fence Replacement $36,000 _ $36,000 9th Avenue Trail Reconstruction $150,000 $150,000 Evergreen Park Score Board Replacement $46,000 $46,000 9th Avenue Landscape Rehabilitation $100,000 $100,000 Capital Maintenance Building Program 2027 $0 2027 Subtotal $570,000 $50,000 $60,000 $230,000 $50,000 $40,000 $140,000 $377,000 $0 $0 $1,517,000 TOTALS $19,900,000 $19,560,000 $8,105,000 $11,064,000 $15,997,000 $20,095,000 $2,367,000 $2,900,000 $833,000 $26,357,000 G:\Administration\Budget\2013\CIP 2013\120626_DRAFT 2013-14 CIP Table 2 PROJECT DESCRIPTIONS 2013—2027 Capital Improvement Program City of Brooklyn Center Street and Utility Improvement Projects Kylawn Park Area Improvements Humboldt Ave N(53r to 57`h)Reconstruction 51 s`Avenue Improvements(at Brooklyn Boulevard) Wangstad Park Area Improvements 63rd Avenue Reconstruction Freeway Boulevard Improvements(west of Xerxes Avenue) Freeway Park Area Improvements Freeway Boulevard Mill and Overlay(east of Xerxes Avenue) 57`h Avenue Mill and Overlay(Humboldt Avenue to I-94) Palmer Lake West Area Improvements 691h Avenue Mill and Overlay(Shingle Creek Pkwy to Dupont Avenue) France Avenue Mill and Overlay(north of 69`h Ave) Evergreen Park Area Improvements Bellvue Area Mill and Overlay Firehouse Park Area Improvements Interstate Area Improvements Logan,Lilac and 59`h Avenue Reconstruction Grandview Park Area Improvements Ryan Lake Industrial Park Area Improvements Northwest Area Mill and Overlay 51"Avenue Improvements(west of France Avenue) 53rd Avenue North Improvements Knox,James and 54`h Avenue Area Improvements Lyndale Avenue Improvements Woodbine Area Improvements Humboldt Avenue North Improvements Orchard Lane East Improvements Orchard Lane West Improvements Meadowlark Gardens Area Improvements 53rd and Xerxes Avenue Improvements St.Alphonses Area Mill and Overlay 67`h and James Avenue Mill and Overlay John Martin Drive Mill and Overlay 68`h and Lee Avenue Mill and Overlay Miscellaneous Water Main and Sanitary Sewer Improvements Lift Station 1 Wet Well Improvement Sanitary Sewer Lining along Mississippi River Emergency Generator Replacement for Lift Station No.2 Water Tower No.3 Painting Water Tower No.2 Painting Well Motor Speed Controls(VFD)Wells 4,5,7,9 and 10 Water Tower No. 1 Painting Lift Station No.9 Forcemain Replacement Emergency Generator Replacement for Lift Station No. 1 Lift Station No. 1 Wet Well Improvements/Rehabilitation Project Summaries Page 19 2013-2027 Capital Improvement Program Street Light and Traffic Signal Improvements Traffic Signal Replacement at 66`h Avenue and TH 252 Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects Storm Water Improvements Connections Shingle Creek Restoration Project Storm Water Pond 60-001 Storm Water Pond 50-001 Storm Water Pond 46-001 Park and Trail Improvements Baseball Backstop Replacements Centennial Park Youth Soccer Field Centennial Park Tennis Court Resurfacing Willow Lane Park Trail Reconstruction Baseball Fence Replacement Freeway Park Trail Replacement Lions Park Trail Replacement Brooklyn Boulevard City Entrance Signs 69`h Avenue Greenway&Cahlander Park Fence Rehabilitation Northport Park Building West River Road Trail Improvements Evergreen Park Trail Improvements Centennial Park East Trail Improvements Play Ground Equipment Replacement(programmed for 3 separate years) Palmer Lake Trail Mill and Overlay Hockey Rink Rehabilitation and Replacements Irrigation Systems Rehabilitations and Replacements Centennial Park Softball Field Regrading Improvements Miscellaneous Tennis Court Resurfacing Softball/Baseball Fence Replacement 69`h Avenue Trail Reconstruction Evergreen Park Score Board Replacement 69'h Avenue Landscaping Rehabilitation Miscellaneous Projects and Improvements Highway 100 Bridge at CR10/CR57 Improvements Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements Highway 100 Bridge at Brooklyn Boulevard Improvements Project Summaries Page 110 2013-2027 Capital Improvement Program Kylawn Park Area Improvements The north portion of the Kylawn Park - L Neighborhood project area extends from - County Road 10 to 6151 and from June M PAW AW Avenue to Brooklyn Blvd. The south a_ portion of the project area includes 58`h _ Place and Major Avenue. The total project ( r W length is 15,311 feet. The neighborhood .K" _. �- consists of approximately 268 residential j ;3 properties and one church property. -.: ®® L-AVE_ Streets a l» }- - June Avenue from County Road 10 to 61" 6 r— ® -------- Avenue is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally constructed in 1965 and 1968. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The water main in the project area consists of 6-inch cast iron pipe installed between 1963 and 1966. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate that three main breaks have occurred within the neighborhood. In general, cast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current project estimate includes complete replacement of water main within the project area to facilitate the replacement of sanitary sewer as noted below. Sanitary Sewer The sanitary sewer along Major Avenue consists of 8-inch diameter vitrified clay pipe(VCP) installed in 1967. The remaining project area contains 8-inch and 10-inch diameter vitrified clay pipe installed between 1956 and 1959. Approximately 80 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The storm water runoff from the southeast portion of the project area is collected in the existing storm sewer system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from the southwest portion of the project area is conveyed to the Northport Park storm water pond. Expansion of the storm system and increased conveyance capacity is needed to minimize local flooding. The current project cost estimate assumes complete replacement of the storm sewer system as part of the neighborhood improvements. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 18 wood poles with 18 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 111 2013-2027 Capital Improvement Program mi Humboldt Avenue North (53"" to 57th) Reconstruction (CR 57) The Humboldt Avenue project area extends from 53`d Avenue to 57`h Avenue. The total project length is approximately 2,660 linear feet. The ,,„",E N neighborhood consists of approximately 56 residential properties. Streets This segment of roadway is a Hennepin County Roadway. Humboldt Avenue was originally constructed between 1966 and 1969. Existing streets are generally 36 feet wide with no curb and gutter. The street pavement is x deteriorated due to the age of the pavement and inadequate drainage. This x project is included in the City's CIP due to a potential cost sharing agreement for the street and drainage improvements and funding for water main and sanitary sewer improvements as described below. 557H"-ff r Water main The existing water main in the Humboldt Avenue project area consists of 6- inch diameter cast iron pipe (CIP) installed in 1966. A condition survey must be conducted for the existing water system in the project area to NTM � determine the extent of corrosion. The water main is in fair condition based ER on current maintenance records. The current project cost estimate assumes replacing approximately 75 percent of the water main. Sanitary Sewer The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers were originally installed in 1952. Sanitary sewer between 53`d and 55'h Avenues is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replacement of approximately 100 percent of the sanitary sewer. Storm Sewer The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a trunk line along 55th Avenue. This storm sewer was installed in 1952. The current project cost estimate includes replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may contribute to a portion of the storm drainage cost for the project. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries 1' a g e 112 2013-2027 Capital Improvement Program 51St Avenue Improvements (at Brooklyn Boulevard) The project area extends from the north property line of the Malmborg's 4 Garden Center south and east to Xerxes Avenue. The total project length is 680 feet. The neighborhood consists of three residential properties (RI), two multi-family properties (R1) and one commercial Y�z � 52ND AVE N property. $ �o x ol� Streets 515`Avenue east of Brooklyn Blvd is a designated Municipal State Aid � Route. The streets in the project area were originally constructed in Z�sT AVE N 1964. 515`Avenue east of Brooklyn Boulevard is 30 feet wide with no Z curb and gutter. The service road along Brooklyn Boulevard is currently N m w 25 feet wide with curb and gutter on the west side of the road. The street E 3 pavement is deteriorated throughout most of the project area. The _ 3OiH AVE H overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 3-inch diameter cast iron pipe(CIP)installed in 1964. The current project estimate assumes complete replacement of the water main within the project area. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1964. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The project area consists of two storm structures that convey water to the east into Minneapolis. The current cost estimate includes minor storm sewer repairs. Project Summaries Page 113 2013-2027 Capital Improvement Program Wangstad Park Area Improvements The Wangstad Park area extends from Noble Avenue to Brooklyn Blvd and ESRJ"IE N from 63rd Avenue to 61" Avenue. The total project length is 15,884 feet. The neighborhood consists of _ Z approximately 266 residential 1 11 of properties (R1 and R4) and 6 B?� "'`A. commercial properties(C1). wz � JA VE'LN H' K t t Streets June Avenue from 615` to 63`d is a erS ^'E designated Municipal State Aid { t ! + 1 K LAWPI Route. The majority of the streets in �a,; the project area were originally _ constructed between 1966 and 1968. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 6-inch and 8-inch diameter cast iron pipe installed in 1955 and between 1960 and 1969. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate that three main breaks have occurred within the neighborhood. The current cost estimate includes complete replacement of the water main. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed between 1956 and 1960. Approximately 81 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The Wangstad Park neighborhood has only one short stretch of storm sewer on 615`Avenue. An expansion of the storm drainage system within the project area is necessary to reduce local flooding and preserve street pavement. The existing storm sewer in the project area flows from France Avenue to Brooklyn Blvd. The pipe size and material are unknown. The cost estimate for this project area assumes new storm sewer installation in the entire project area. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 6 wood poles with 6 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 114 2013-2027 Capital Improvement Program 63r`I Avenue North Reconstruction LE 1, .e-� QR A5E N The 63rd Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55 residential properties(R1 to R4)and 1 commercial zoned property(C2). Streets This segment of roadway is designated as a Municipal State Aid Route. 63rd Avenue was originally constructed in 1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street improvements consist of the replacement of curb and gutter to improve drainage, full depth replacement of bituminous street pavement and complete sidewalk replacement. Water main The existing water main in the 63rd Avenue project area consists of 6-inch and 10-inch diameter cast iron pipe (CIP) installed between 1956 and 1958. A condition survey must be conducted for the existing water system in the project area to determine the extent of corrosion. Water records indicate three main breaks have occurred within the project corridor. The water main is in fair condition based on current maintenance records. The current project cost estimate includes replacement of approximately 50 percent water main and miscellaneous hydrants as necessary in the project area. Sanitary Sewer The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers were originally installed between 1956 and 1960. Approximately 35 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost estimate includes complete replacement of the sanitary sewer. Storm Sewer 63rd Avenue contains two storm drainage systems. The first drainage system consists of 12-inch and 15-inch diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm drainage pond in Cahlander Park. The second storm system ranges from 18-inch to 36-inch reinforced concrete pipe. This system drains to Brooklyn Boulevard and then to Shingle Creek. The current project cost estimate includes replacing a majority of catch basin structures,castings and various pipe laterals. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 14 wood poles with 14 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 115 2013-2027 Capital Improvement Program Freeway Blvd Improvements (West of Xerxes Avenue) The Freeway Blvd project area extends from Shingle Creek Pkwy on the north and Xerxes Avenue on the east. The project area contains a total of - -- -- - 1,073 linear feet of local streets. The neighborhood consists of three multi-family residential properties (R3) and two commercial zoned 1 properties(Cl). Streets This section of Freeway Blvd was originally constructed in 1981. The existing street is 32 feet wide with concrete curb and gutter. The street r`k•. w 9� ti pavement exhibits a moderate rate of deterioration. The current cost estimate assumes street improvements that consist of approximately 30 percent curb replacement, 10 percent sidewalk replacement, and full �?�� depth pavement replacement. Water main i There is no water main in the Freeway Blvd project area. Sanitary Sewer There is no sanitary sewer in the Freeway Blvd project area. Storm Sewer The storm sewer on Freeway Blvd consists of 12-inch to 24-inch diameter reinforced concrete pipe that drains to Shingle Creek. This storm sewer was installed in 1981. The current project cost estimate includes replacing structure castings and isolated pipe laterals as necessary within the project area. Street Lighting The current cost estimate includes replacing the 2 wood poles with 2 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 116 2013-2027 Capital Improvement Program Freeway Park Area Improvements The Freeway Park project area extends from Grimes Ave to Xerxes Ave and from 69`h Ave to a'A Interstate 94. The project area includes a total of r ' approximately 12,869 feet of local streets. The neighborhood consists of approximately 216 residential properties.Streets The majority of the streets in the project area ATnKrAr[9.4 were originally constructed between 1967 and 1968. Existing streets are generally 30 feet wide - with no curb and gutter. Poor surface drainage and low stability subgrade material has resulted in deteriorated pavement throughout the neighborhood. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main Existing water main in the Freeway Park area consists of 6-inch diameter cast iron pipe installed between 1956 and 1960. Existing water main along France Avenue consists of 16-inch cast iron pipe installed in 1956. This water main is trunk feeder from Water Tower No. 1 on the corner of 69'h 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, 680'Avenue and Drew Avenue. A cured-in-place liner was installed along the 21-inch diameter trunk sanitary sewer as part of project 1995-11. This portion of the sanitary sewer collection system is not proposed to be replaced with the project. Approximately 50 percent of the remaining sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. At least 50 percent of the sewer system is in poor condition. Replacement of the 8-inch diameter sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The Freeway Park improvement area consists of five small diameter storm sewer lines draining to 691h Avenue and Interstate 94. The existing storm sewer ranges in size from 12-inch to 21-inch diameter reinforced concrete pipe. The current cost estimate assumes replacement of the storm sewer in the improvement area to increase conveyance capacity and minimize local flooding during larger storm events. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 18 wood poles with 18 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 117 2013-2027 Capital Improvement Program Freeway Boulevard Mill and Overlay (East of Xerxes Avenue) The Freeway Boulevard project area extends from � Xerxes Avenue to the Shingle Creek bridge. The 'b t project area contains a total of 2,826 linear feet of local streets. The neighborhood consists of J approximately 9 commercial/industrial properties. Streets J This segment of roadway is designated as a Municipal .� State Aid Route. Freeway Blvd was originally constructed in 1974. The existing street is generally � [ ,TJ 45 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deterioration due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement,25 percent concrete apron replacement and a 3-inch mill and overlay of the bituminous pavement. Water main The existing water main in the Freeway Boulevard project area consists of 12-inch diameter cast iron pipe installed in 1974. The water main is in good condition based on current maintenance records. The current project cost estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer along the west half of the project area consists of 15-inch diameter reinforced concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of 8-inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer on Freeway Boulevard consists of 12-inch to 30-inch diameter reinforced concrete pipe that drains to Shingle Creek. This storm sewer was installed in 1974. The current project cost estimate includes replacing structure castings as necessary within the project area. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 6 wood poles with 6 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 118 2013-2027 Capital Improvement Program 57th Avenue Mill and Overlay (Humboldt Avenue to I-94) The 57h project area - -T- - includes 57`h Avenue from Humboldt Avenue to Interstate ---- - 94. The project area contains a total of 2,894 linear feet of local streets. The ""`" neighborhood consists of 42 Z i residential properties. _ •u Sl S: `� £' b57N AVM ff 4 Streets 57 Avenue is designated as a ' f Municipal State Aid Route. { W This project area was reconstructed in 1996. The road is 38 feet wide with concrete curb and gutter. The roadway surface has prematurely failed and excessive potholes have occurred in connection with the issues with the roadway chip sealcoat application. The current cost estimate assumes street improvements that consist of minor concrete repairs and a 2 inch mill and overlay. Water main The existing water main in the project area consists of 6-inch diameter ductile iron pipe(DIP)installed in 1996. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter and 10-inch diameter poly-vinyl chloride (PVC)installed in 1998 and 1999. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer in the project area consists of a trunk storm line that flows east to the Mississippi River. It contains 21-inch to 36-inch diameter reinforced concrete pipe (RCP) installed in 1996. The current project cost estimate includes casting replacement only. Project Summaries Page 119 2013-2027 Capital Improvement Program . I Palmer Lake West Area Improvements The Palmer Lake West project area extends from the north City limits to 69`h Avenue and from France Avenue to West Palmer Lake Dr. The total project length is 11,621 feet. The neighborhood consists of approximately 198 residential properties. Streets The majority of the streets in the project area were originally constructed in 1956 and 1957. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main is 6-inch diameter cast iron pipe installed in 1956 and 1957. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. However,the project area has a history of water main breaks along West Palmer Lake Dr.,Ewing Avenue and Woodbine Lane. Water records indicate seven main breaks have occurred within the area. The current project estimate includes complete water main replacement. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1956 and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift station was reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was replaced in 2003. Approximately 75 percent of the sanitary sewer in the project area is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer An expansion of the storm drainage system within the project area is necessary to reduce local flooding and preserve street pavement. A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to a regional storm water management pond adjacent to Palmer Lake. A trunk storm sewer line extends along back property lines north of Urban Avenue. This line consists of 54-inch diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm sewer system and higher capacity will be needed to minimize local flooding. The current project cost estimate assumes reconstruction of the existing storm sewer system within the street right-of-way, but does not include the replacement of the 54- inch diameter trunk storm sewer within the rear yards. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 18 wood poles with 18 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 120 2013-2027 Capital Improvement Program 69`h Avenue Mill and Overlay (Shingle Creek Pkwy to Dupont Avenue) .MT4.avL•. - �RaC fly } • '6 = a f The 691h Avenue North mill and overlay project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project area contains a total of 6,902 linear feet of local streets. The neighborhood consists of approximately 30 residential properties(RI), I R3 property, 5 R5 properties, 6 industrial (I1)and 5 commercial (C2)properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of 69`h Avenue was reconstructed in 1996. The existing street ranges from 30 to 50 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of complete bituminous trail replacement, approximately 20 percent curb replacement,20 percent sidewalk replacement,25 percent apron replacement and a 2 inch mill and overlay. Water main The existing water main in the 69`h Avenue North project area consists of 16-inch diameter cast iron pipe(CIP) installed in 1960 and 24-inch diameter ductile iron pipe(DIP) installed in 1996. Based on current maintenance records,there have been two water main breaks in this area. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer on 69"'Avenue consists of 4-inch vitrified clay pipe(VCP)installed in 1962, 8-inch diameter VCP installed between 1961 and 1969 and 12-inch diameter VCP installed in 1969. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer on the west half of the 69'h Avenue project consists of 15-inch to 18-inch diameter reinforced concrete pipe(RCP)that drains to Shingle Creek. The east half of the 69`h Avenue project consists of 12-inch to 30-inch diameter reinforced concrete pipe (RCP) that drains to the Mississippi River. All of the storm sewer on 69* Avenue was installed in 1996 when the road was reconstructed with the exception of 250 feet of 30-inch RCP installed in 1969. The current project cost estimate includes casting replacement as needed. Street Lighting The current cost estimate includes replacing the 8 wood poles with 8 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 121 2013-2027 Capital Improvement Program France Avenue Mill and Overlay (North of 69" Avenue) The France Avenue North project area extends from 73`d Avenue to 69"' Avenue. The project area contains a total of 2,635 linear feet of local streets. The neighborhood consists --of approximately 59 residential properties(RI). rr MOWN PARK 7l n0 AYE N GI«Y or BRDORl1'N CENIEN Streets w�°BNC This segment of roadway is designated as a Municipal State Aid Route. This section of France Avenue was reconstructed in 1997. 72ND AVE N The existing street is generally 32 feet wide with concrete curb and h " gutter. The roadway surface has prematurely failed and excessive potholes have occurred in connection with the issues with the roadway chip sealcoat application. The current cost estimate 71St AVE N assumes street improvements that consist of approximately 20 x percent curb replacement, 20 percent sidewalk replacement, 25 percent apron replacement and a 2 inch mill and overlay. _ o Water main The existing water main on France Avenue North consists of 14- inch diameter ductile iron pipe(DIP) installed in 1997. The current 69TH AVE N project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer on France Avenue consists of 8-inch vitrified clay pipe (VCP) with a cured-in-place pipe liner installed in 1997 and an 8-inch diameter poly-vinyl chloride (PVC)installed in 1997. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer on France Avenue consists of 12-inch to 18-inch and 48-inch diameter reinforced concrete pipe(RCP)that drains to Palmer Lake. The storm sewer in the project area was installed in 1997 when the road was reconstructed with the exception of the 48-inch RCP installed in 1968. The current project cost estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the 2 wood poles with 2 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 122 2013-2027 Capital Improvement Program Evergreen Park Area Improvements The Evergreen Park project area extends from Humboldt Avenue to iF, I State Highway 252 and from 69`h Avenue to 73`d Avenue. Dupont Avenue is not included in the project area. The total project length r is 16,996 feet. The neighborhood consists of approximately 214 residential properties(RI to R5). Streets 70`h Avenue is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally i constructed between 1963 and 1966. Existing streets are generally 30 feet wide with no curb and gutter. 70 Avenue from Dupont (�l Avenue to Hwy 252 has concrete curb and gutter and ranges in size RMa&F-TIf� R i i 1-4 T1�1 l i from 30 to 65 feet wide. 70h Avenue was constructed in 1982. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The Evergreen Park project area contains a complex water main system. This area contains five municipal wells and one water tower. The existing water main ranges in size from 6-inch diameter cast iron pipe to 30-inch steel pipe. The main line water main in the residential areas generally consists of 6-inch cast iron pipe installed between 1961 and 1965. A majority of the existing water main is believed to have a cement based internal liner. There is a history of water main breaks along 72"d Avenue, Woodbine Lane and Camden Avenue. Water records indicate twenty main breaks have occurred within the neighborhood. The project design process must include a detailed hydraulics study using the City's water distribution computer model to determine any warranted modifications to water main sizes and configuration. The current project estimate assumes replacement of the older 6-inch to 10-inch cast iron water main. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1961 and 15-inch reinforced concrete pipe installed in 1960. The south portion of the project area contains 8-inch diameter VCP installed in the 1958 and 1960. Approximately 25'percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current cost estimate includes complete replacement of the sanitary sewer. Storm Sewer A majority of the storm water runoff from the project area is conveyed to the Mississippi River. Emerson Avenue,Bryant Avenue and Camden Avenue have storm drainage systems that flow to 7001 Avenue. and then to the Mississippi River. The trunk line on 70th Avenue consists of pipe ranging in size from 42-inch to 66-inch reinforced concrete pipe installed in 1960. The current project cost estimate assumes complete reconstruction of the existing storm system in the project area. The condition of the trunk storm sewer pipe along 70`h Avenue must be evaluated to determine the remaining service life. The project estimate includes complete storm sewer replacement and construction of a storm water pond located to the north of 700' Avenue and east of Camden Avenue to treat regional storm water runoff prior to discharging to the Mississippi River. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project summaries Page 123 2013-2027 Capital Improvement Program Bellvue Area Mill and Overlay The Bellvue project area extends T' from Dupont Avenue to 41h Street and rd th 53 Avenue to 55 Avenue. The p TO roject area also includes 550'Avenue I-- from James Avenue to 4`h Street. The area contains a total of 10,858 linear _ x 94� — feet of local streets. The project area consists of approximately 165 9 residential properties, three multi- k family properties, two business 33SG AK N S Of LtiNflfGt C properties and one church property. �--- - - - -- - - — -- — Streets 55`h Avenue is designated as a Municipal State Aid Route. The Bellvue area was last reconstructed in 1998. The streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 10 percent concrete replacement and a 2 inch mill and overlay. Water main Approximately 15 percent of the water main in the Bellvue area was replaced with ductile iron pipe (DIP) in 1998 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch to 10- inch diameter CIP and 16-inch steel water main installed between 1964 and 1982. The current project cost estimate includes casting replacement only. Sanitary Sewer All sanitary sewer in the project area was replaced with 8-inch and 10-inch poly-vinyl chloride(PVC)when the neighborhood was reconstructed in 1998. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the Bellvue project area flows to two trunk lines on 55`x' Avenue and then east to the Mississippi River. Approximately 75 percent of the storm sewer in this area was installed in 1998, including one of the trunk lines on 55`x' Avenue. This storm sewer consist of 12-inch to 54-inch diameter pipe. The remaining storm sewer is a second trunk line that runs along 55`h Avenue. This trunk line consists of 30-inch to 42-inch reinforced concrete pipe (RCP) that was installed in 1952. The current project cost estimate includes casting replacement only. Project Summaries Page 124 2013-2027 Capital Improvement Program Firehouse Park Area Improvements The Firehouse Park project area extends from 69`h Avenue to Interstate 94 and from Humboldt Avenue to Highway 252. Dupont Avenue and 65`h Avenue are not included in the a project area. The total project length is 21,456 feet. The 91 neighborhood consists of approximately 305 single family awe residential properties (RI) and 14 multi-family properties (R4 and R5). e Streets 67`h 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 M'rcR57�7£fr gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 6-inch and 8-inch diameter cast iron pipe installed between 1961 and 1969. In 1974, a 16-inch diameter ductile iron water main was installed along 64`h Avenue. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. The current project estimate includes replacement of approximately 60 percent of the water main within the project area. The estimated water main costs will need to be refined by conducting further field inspections. Sanitary Sewer The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe(VCP) installed between 1961 and 1968 and between 1971 and 1974. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project estimate includes complete replacement of the sanitary sewer pipes and access structures. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 65`h Avenue, and then to the Mississippi River. Runoff from the portion of the project area north of 68`h Avenue is conveyed to the trunk storm sewer line on 69`h 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`h and 69`h Avenues. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 125 2013-2027 Capital Improvement Program Interstate Area Improvements The Interstate project area extends from Interstate 94 to 59`x'Avenue and from Dupont Avenue to Lyndale Avenue. The total project length is 17,343 feet. The neighborhood consists of approximately 235 residential properties(R1). iF Streets 1� 1 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. r Water main i 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 PT-1-T= 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`h Avenue and then to the Mississippi River. The trunk storm sewer along 59"' Avenue and an in-line water quality treatment device was installed in 2009 as part of the Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate assumes complete reconstruction of the storm drainage system within the neighborhood due to the need to increased capacity of local storm sewers and the expansion of the system to address minor local flooding issues. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 15 wood poles with 15 fiberglass poles with a decorative rectilinear fixture and underground power. Project summaries Page 126 2013-2027 Capital Improvement Program Logan, Lilac and 591h Avenue Reconstruction This project area includes Logan Avenue from 57`h Avenue to Lilac Drive N, 59`h from Lilac Drive N to Dupont Avenue and Lilac Drive N from Logan Avenue to 59`h Avenue. The total project length is 3,761 feet. The neighborhood consists of approximately 19 residential properties (RI to R5) and 5 commercial zoned properties(C 1 and C2). Streets The entire project area is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally constructed in 1966. The existing roads are 30 to 35 feet wide. Logan Avenue and Lilac Drive N have concrete curb and gutter, and 596'Avenue has no curb. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main along Logan Avenue and Lilac Drive N is 10-inch diameter cast iron pipe installed in 1965 and 16-inch diameter cast iron main along 59`h Avenue installed in 1969. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Utility records indicate that there has been one water main break along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to determine the extent of water main replacement that is warranted. The current project estimate includes replacement of water main along Logan Avenue and Lilac Drive N only. Sanitary Sewer The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with cured- in-place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing trunk line along 59`h Avenue. This line consists of 24"to 36"corrugated metal pipe. A second storm lines runs south along Logan Avenue to 57`h 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`h Avenue as part of the scheduled neighborhood improvements. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 27 2013-2027 Capital Improvement Program Grandview Park Area Improvements The Grandview Park project area extends Interstate 694 to 57,' Avenue and from Logan Avenue to Dupont Avenue. The total project length is =own 20,821 feet. The neighborhood consists of approximately 345 residential properties(R1)and 4 multi-family properties(R6). Streets The majority of the streets in the project area were originally constructed between 1964 and 1969. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the north portion of the project area is 6-inch and 8-inch diameter cast iron pipe installed between 1964 and 1969. A 16-inch steel water main runs along Emerson Avenue from 57"'Avenue to 59"'Avenue. A majority of the existing water main is believed to have a cement based internal liner. Water records indicate two main breaks have occurred within the neighborhood. The current project estimate includes replacement of approximately 50 to 75 percent of the water main within the project area. The 16-inch steel water main along Emerson Avenue potently could be replaced with C900 plastic water main. Sanitary Sewer The sanitary sewer in the north portion of the project area consists of 8-inch diameter vitrified clay pipe(VCP) installed in 1960 and 1963. Approximately 50 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. The current project estimate includes replacement of approximately 50 to 75 percent of the sanitary sewer system within the project area. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 59`x' Avenue and then to the Mississippi River. A portion of the existing storm sewer system within the project area could be salvaged, although it is anticipated that expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The current project cost estimate includes replacement of 75 percent of the local drainage system within the neighborhood. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 25 wood poles with 25 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 128 2013-2027 Capital Improvement Program Ryan Lake Industrial Park Area Improvements The Ryan Lake project area includes Lilac Drive N from ►,tea+ 48`h Avenue to the dead end, 48`h Avenue and Dusharme Drive from Drew Avenue to the dead end and 47`h Avenue , from Drew Avenue to the dead end. The total project length is 1,932 feet. The neighborhood consists of approximately H A F N 12 industrial properties and 3 multi-family properties(R5). Streets 471N AVF N' The majority of the streets in the project area were originally constructed in 1958 and 1960. The western portion of 47`h Avenue and Drew Avenue were reconstructed in 2002. The western portion of 48`h 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, 48`h Avenue and Dusharme Drive consists of 10-inch diameter cast iron pipe (CIP) installed in 1958. The water main on 47`' Avenue consists of 6-inch cast iron pipe installed in 1960. The current project estimate assumes complete replacement of the water main in the project area. The cost estimate also includes the cost of jacking new water main under the railroad tracks from Dusharme Drive to 49`''Avenue. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1960. The sanitary sewer along 47`h Avenue and 48`h Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to Ryan Lake. Runoff from Lilac Drive N is conveyed to storm drainage ditches along Highway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer system. The cost estimate also includes installation of a small storm water management pond at the intersection of 48`h Avenue and Dusharme Drive within City owned property adjacent to Ryan Lake. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 2 wood poles with 2 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 129 2013-2027 Capital Improvement Program Northwest Area Mill and Overlay The Northwest project area extends from Toledo Avenue east to Perry Avenue and from 715`Avenue south to 69'h Avenue. The total project length is 6,819 feet. The neighborhood consists of 124 residential properties (RI) and two school owned properties. ' 715f AVC" Streets PST AK �,F The streets in the project area were reconstructed in I y1a 1994. The streets are 30 feet wide with concrete curb and gutter. The current cost estimate assumes street 70TH A4 N 4 improvements that consist of minor concrete repairs and '°'"AVE" z a 2 inch mill and overlay. a ' Water main A91N A"C N When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was replaced with 6-inch diameter ductile iron pipe. The remaining water main consists of 6-inch diameter cast iron pipe(CIP) installed in 1955. The current project cost estimate includes lining the existing CIP pipe. Sanitary Sewer When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced with fl- inch and 10-inch diameter poly vinyl chloride(PVC). The remaining sanitary sewer consists of 8-inch vitrified clay pipe(VCP) installed in 1956. The project cost estimate includes cured-in-place lining of the VCP sanitary sewer main. Storm Sewer The storm water runoff from the project area is collected in a storm water pond in the northwest corner of the project area. The storm sewer consists of 15-inch to 42-inch diameter reinforced concrete pipe(RCP) installed in 1994. The current project estimate includes minor storm sewer repairs. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 9 wood poles with 9 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 130 2013-2027 Capital Improvement Program 51" Avenue North Improvements (West of France Avenue) The 515`Avenue project area extends from 185 feet south of Oak Street on Twin Lake Blvd E to France Avenue. The t ` � 1 r UP U tots project length is 1,171 feet. The neighborhood consists r of approximately 25 residential properties. Streets N)1-..1-.- — The 51st Avenue project area was originally constructed in _ %'1 I ,r , 1990. The existing street is 30 feet wide with concrete curb T? -' T i + and utter. After the year 2023 the pavement will have r g Y P r AVI N exceeded the expected service cycle. Proposed street improvements consist of reconstruction of the bituminous y4 ' o street pavement and replacement of the concrete curb and A J _S r„' A VE.N o gutter as necessary. Water Main The existing water main in the 515`Avenue project area consists of 8-inch diameter ductile iron pipe installed in 1990. The water main is in good condition based on current maintenance records. The project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the 515`Avenue project area consists of 8-inch diameter poly vinyl chloride(PVC)pipe installed in 1990. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project estimate includes the replacement of sanitary sewer castings only. Storm Sewer The storm sewer runoff from the 515`Avenue project area is collected in the existing storm sewer system and conveyed to the storm water pond west of 51st Avenue. The existing storm sewer in the project area consists of 15-inch to 21-inch diameter reinforced concrete pipe installed in 1990. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 131 2013-2027 Capital Improvement Program 53"d Avenue North Improvements 1 HT 1111�A i[111 EFFT E:i�fl 11 J, _T �r , pr J "U V AqA j 7-1 The 53d Avenue project area extends on 53d Avenue from Penn Avenue to 4h Street N. The project area includes a total of 5,979 feet of local streets. The neighborhood consists of approximately 27 residential properties,one multi-family property and two business properties. Streets 53'd Avenue is designated as a Municipal State Aid Route. 53d Avenue is also the border between Brooklyn Center and Minneapolis. The north portion of 53d Avenue is maintained by Brooklyn Center and the south portion is maintained by Minneapolis. The existing streets in the project area are 36 feet wide with concrete curb and gutter, constructed in 1985. Proposed street improvements consist of the reconstruction of the street subgrade,installation new of curb and gutter to improve drainage and placement of bituminous street pavement. Water Main The existing water main on 53d Avenue is 6-inch diameter cast iron pipe(CIP)installed between 1965 and 1969. The corrosion rate within the project area has not been thoroughly documented at this time. The current project estimate includes complete water main replacement on 53d Avenue. The project cost estimate also includes an emergency connection with Minneapolis if formal inter-communication arrangements can be established for this connection. Brooklyn Center staff will need to contact Minneapolis Water Utilities to discuss this potential emergency connection. Sanitary Sewer The sanitary sewer on 53d Avenue consists of 8-inch and 9-inch diameter vitrified clay pipe(VCP)installed between 1952 and 1959. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost estimate includes complete sanitary sewer replacement. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55h Avenue and is conveyed to the Mississippi River. The storm sewer on 53d consists of 12-inch diameter to 15-inch diameter reinforce concrete pipe installed between 1952 and 1979. The current project cost estimate includes replacement of 75 percent of the storm sewer laterals and structures. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 132 2013-2027 Capital improvement Program Knox, James and 54`" Avenue Area Improvements The Knox,James and 54"'Avenue project area includes James — I i _. SCI eJ£ ..., Avenue and Knox Avenue between 55[} Avenue and 53 d Avenue, N. r, and 541"Avenue between Logan Avenue and Irving Avenue. The F`` �Ti ' } project area includes a total of 3,487 feet of local streets. he neighborhood consists of approximately 78 residential one multi- family property. Streets The existing streets in the project area are 30 wide with concrete �. , S+TM A✓t N 1 l curb and gutter constructed in 1994. Proposed street improvements -- consist of new street pavement and replacement of isolated sections s of concrete curb and gutter as necessary. L------ --"RO 111E - CRY C.! wmmA-exit _.. Water Main . The existing water main in the project area consists of 6-inch diameter ductile iron pipe(DIP)installed in 1994. The current project estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the project area consists of 10-inch diameter poly vinyl chloride(PVC)installed in 1994. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes the replacement on sanitary sewer castings only. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55d'Avenue and is conveyed to the Mississippi River. The storm sewer consists of 12-inch diameter to 18-inch diameter reinforced concrete pipe installed in 1994. The current project cost estimate includes replacement of storm sewer castings. Project Summaries Page 133 2013-2027 Capital Improvement Program Lyndale Avenue Improvements The Lyndale Avenue project area extents from 57`h Avenue to 55`h Avenue and includes the 56`h Avenue and 55`h Avenue cul-de-sacs. The current project length is 1,905 feet. The FM neighborhood consists of 11 residential properties(R2 and R4). NISSF,.SLW Streets X CR The streets in the project area were constructed in 1985. The S9 EB existing streets area 30 feet wide with concrete curb and Ga gutter. Proposed improvements include 20 percent curb ES replacement and installation of new street pavement. '"" " Water Main The existing water main in the project area consists of 6-inch zti diameter ductile iron pipe(DIP)installed in 1978 and 1985. - ` The water main is in good condition based on current maintenance records. The current project cost estimate includes replacement of miscellaneous valves and hydrants as necessary. Sanitary Sewer The existing sanitary sewer consists of 24-inch diameter reinforced concrete pipe installed in 1959. This sanitary sewer line is the main trunk line that carries the sanitary flow from the eastern third of Brooklyn Center to a lift station on Lyndale Avenue south of 55`h Avenue. The condition of the sanitary sewer in the neighborhood is rated fair. The current project cost estimate includes replacement of sanitary services and replacement of sanitary sewer castings. Cured-in-place lining of the trunk sanitary sewer may be necessary based on future televising inspections. Storm Sewer A substantial portion of the southeast section of the city drains through the trunk storm sewer located along 55`h Avenue. The existing trunk storm sewer line consists of 36-inch diameter reinforced concrete pipe installed in 1952. The remainder of the project area consists of 12-inch diameter to 18-inch diameter reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 134 2013-2027 Capital Improvement Program Woodbine Area Improvements The Woodbine project area extends from Brooklyn Blvd to France Avenue and from the north City limits to 71" Avenue. The project area contains a total of 15,525 linear "J _ K feet of local streets. The neighborhood consists of approximately 248 residential properties. y a Streets Noble Avenue from Brooklyn Blvd to the sw north City limits is a designated Municipal State Aid Route. The Woodbine Neighborhood was reconstructed in 1995. Noble Avenue is 40 feet wide with concrete curb and gutter. The remaining streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 10 percent sidewalk replacement, and full depth pavement replacement. Water main The existing water main in the Woodbine area consists of 6-inch and 8-inch diameter cast iron pipe (CIP) installed between 1957 and 1959. Records indicate there have been 9 water main breaks in the neighborhood between 1975 and 2004. The current project cost estimate includes complete water main replacement. Sanitary Sewer Approximately 25 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride(PVC) when the neighborhood was reconstructed in 1995. The remaining sanitary sewer consists of 8-inch diameter vitrified clay pipe(VCP)installed in 1958 and 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer within the roadway and cured-in-place lining of the sanitary sewer along the June Avenue easement between 71't Avenue and 70'h Avenue. Storm Sewer The storm sewer on Noble Avenue consists of 12-inch and 15-inch diameter reinforced concrete pipe(RCP)that drains to Shingle Creek. This storm sewer was installed in 1970. The remainder of the project area consists of 15-inch to 33-inch diameter RCP installed when the neighborhood was reconstructed in 1995. This storm sewer generally drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 135 2013-2027 Capital Improvement Program Humboldt Avenue North Improvements The Humboldt Avenue North project area extends from 69°i Avenue to the north City limits. The project area contains a total of 2,618 linear feet of local streets. The neighborhood consists of approximately 38 residential properties(R1),3 R5 properties,and 2 commercial(C2)properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of Humboldt Avenue was reconstructed in 1995. The existing street is generally 30 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deteriorated due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 25 percent curb replacement, 10 percent sidewalk replacement,and full depth pavement replacement. ' Water main The existing water main in the Humboldt Avenue North project area consists of 8-inch diameter cast iron pipe installed in 1965 and 1967. Based on current maintenance records, there is no history of water main _ breaks in this area. The current project cost estimate includes replacement "M AVE N of 25 percent of the water main and replacement of all hydrants and valves. Sanitary Sewer When the Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was replaced with 10-inch diameter poly-vinyl chloride(PVC). The remaining sanitary sewer in the area consists of 8-inch diameter vitrified clay pipe (VCP) installed between 1965 and 1967. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The existing storm sewer in the Humboldt Avenue project area consist of 15-inch to 36-inch diameter reinforced concrete pipe(RCP)that drains to the Mississippi River. The storm sewer was installed between 1955 and 1961 and in 1995. When the project area was reconstructed in 1995, the existing storm sewer was left in place and additional storm sewer was added to the existing system. The current project cost estimate includes replacing structure castings and isolated pipe laterals as necessary within the project area. Street Lighting The current cost estimate includes replacing the 5 wood poles with 5 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 136 2013-2027 Capital Improvement Program Orchard Lane East Improvements The Orchard Lane East project area extends from Perry Avenue to Brooklyn Blvd and Interstate 94 to 63'd Avenue. The project area contains a total of 21,560 linear feet of local -. streets. The neighborhood consists of approximately 358 residential properties, two multi-family properties and one , commercial property. Streets The Orchard Lane East area was reconstructed in 1996. The I - streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 10 percent sidewalk replacement,and full depth L----------------- --- - = -- -- — - pavement replacement. Water main Approximately 25 percent of the water main in the Orchard Lane East area was replaced with ductile iron pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 6- inch, 8-inch and 12-inch diameter cast iron pipe(CIP) installed between 1955 and 1973. Records indicate there have been 8 water main breaks in the neighborhood. The current project cost estimate includes replacement of existing CIP water main. Sanitary Sewer Approximately 50 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride(PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch diameter and 12-inch diameter vitrified clay pipe (VCP) installed between 1956 and 1966. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds at Orchard Park and Cahlander Park. The storm sewer consists of 12-inch to 42-inch diameter pipe. The south and east streets in the project area drains to Shingle Creek. This stone sewer consists of 12-inch to 60-inch diameter pipe. The trunk storm sewer on 65`h Avenue and Orchard Avenue was installed in 1956. The remainder of the storm sewer was installed when the neighborhood was reconstructed in 1996. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 24 wood poles with 24 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 137 2013-2027 Capital Improvement Program Orchard Lane West Improvements The Orchard Lane West project area extends from Unity Avenue to j Perry Avenue and Interstate 94 to 61" Avenue. The project area I �T•�•n•.n. contains a total of 25,702 linear feet of local streets. They neighborhood consists of approximately 509 residential properties,one church property and one school property. { Streets €I •°TM.K The Orchard Lane West area was reconstructed in 1997. The streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of i x $ approximately 50 percent curb replacement, 20 percent sidewalk I `• "` r Y replacement, 50 percent driveway apron replacement and full depth pavement replacement. —� •H= Water main IY = = r = Approximately 99 percent of the water main in the Orchard Lane West area was replaced with ductile iron pipe (DIP) in 1997 when the Y neighborhood was reconstructed. The remaining water main in the clz •".•K. area consists of 6-inch DIP installed in 1987. The current project cost ————_—^— estimate includes replacement of miscellaneous valves and hydrants as necessary. Sanitary Sewer Approximately 55 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride(PVC) when the neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8-inch diameter and 10-inch diameter vitrified clay pipe (VCP) installed between 1955 and 1958. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer north of 63`d Avenue in the Orchard Lane West area drains to the storm water ponds at Orchard Park and Cahlander Park. This storm sewer consists of 12-inch to 36-inch diameter pipe. The streets south of 63`d Avenue drain to the storm water pond at 63`d Avenue and Perry Avenue. This storm sewer consists of 12- inch to 36-inch diameter pipe. A 27-inch reinforced concrete pipe (RCP) storm line installed in 1958 remains on Woodbine Lane, and a 15-inch RCP storm line installed in 1965 remains on Scott Avenue. The current project cost estimate includes replacement of the storm sewer installed in 1958 and 1965 and replacement of storm laterals as needed for storm sewer replacement. Street Lighting The current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a K 38 2013-2027 Capital Improvement Program Meadowlark Gardens Area Improvements The Meadowlark Gardens project area extends on Logan Avenue from 53`d Avenue to 57`h Avenue, on Knox and James Avenues from 551h Avenue to 57`h Avenue, and on 55'h Avenue and 56`h Avenue from Morgan Avenue to Irving Avenue. The project area also includes 57`h Avenue from Humboldt Avenue to the Interstate 94 bridge. The project area contains a total of 10,150 linear feet of local streets. The neighborhood consists of approximately 162 4 _ residential properties, two multi-family properties and two commercial properties. Streets - Ir Logan Avenue and 57`h Avenue are designated as Municipal State Aid Routes. The Meadowlark Gardens project area was last reconstructed in 1996. 57`h Avenue is 30 feet wide,Logan Avenue is 32 feet wide and the remaining streets are 30 feet wide. All streets in - - , the project have concrete curb and gutter. The current cost estimate - �`OF 61POOAlYN L7ElOFR assumes street improvements that consist of approximately 20 s -- -- — ME m o;/iO — percent curb replacement, 20 percent sidewalk replacement, 25 - --F NN N percent driveway apron replacement and full depth pavement replacement. Water main Approximately 80 percent of the water main in the Meadowlark Garden area was replaced with ductile iron pipe (DIP)in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 10- inch cast iron pipe (CIP) installed in 1969 and 16-inch steel pipe installed in 1964. The current project cost estimate includes replacement of the CIP and steel water mains. Sanitary Sewer Approximately 94 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride(PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer Approximately 92 percent of the storm sewer in the project area was replaced in 1996 when the neighborhood was reconstructed. The remaining pipe consists of 24-inch to 42-inch pipe on 55`h Avenue installed in 1952. The storm sewer on James Avenue and to the west drains to the trunk line on 55`h Avenue and then to the Mississippi River. This storm sewer consists of 15-inch to 44-inch diameter pipe. The storm sewer on 57`h Avenue drains to the trunk line on 59`h Avenue and then to the Mississippi River. This storm sewer consists of 15-inch to 42-inch diameter pipe. The current cost estimate includes replacing the existing pipe installed in 1952 and replacement of storm laterals as needed for water main and sanitary sewer replacement. Street Lighting The current cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 139 2013-2027 Capital Improvement Program 53rd and Xerxes Avenue Improvements 53`d Avenue extends from Xerxes Avenue to Upton GrUC OR N Avenue and Xerxes Avenue extends from 51" Avenue to 53`d Avenue. The project area contains a total of 2,028 53RD AVE N CITY OF BROOKLYN CENTER linear feet of local streets. The neighborhood consists of CITY Of A[1NNfAPO[1$- 22 residential properties and one multi-family (R5) property. Streets ' SIND AVE N This project area was most recently reconstructed in 1996 by the City of Minneapolis. 53`d Avenue and Xerxes x k Avenue are the border between Brooklyn Center and m Minneapolis. The north portion of 53`d Avenue and the 515r AVE N west portion of Xerxes Avenue are maintained by Brooklyn Center. Existing streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 25 percent driveway apron replacement, and a 2-inch mill and overlay of the bituminous pavement. Water main The existing water main on 53`d Avenue consists of 6-inch diameter cast iron pipe (CIP) installed in 1973. Records indicate that there have been no water main breaks in the area. The water main is in good condition based on current maintenance records. The water main on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no water main replacement. Sanitary Sewer There is no sanitary sewer on 53`d Avenue. The existing sanitary sewer on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The storm sewer in the project area consists of 10-inch poly-vinyl chloride(PVC)pipe that flows to storm water ponds located south of 53` Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was last reconstructed. The current project cost estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the 8 wood poles with 8 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 140 2013-2027 Capital Improvement Program St. Alphonses Area Mill and Overlay The St. Alphonses project area extends from Brooklyn Boulevard to Grimes Avenue and Wh Avenue to 71" Avenue. The area „ contains a total of 4,580 linear feet of local streets. The project area consists of approximately 31 residential properties, three od commercial properties, one church property and one multi-family _ property. Streets - � F The St. Alphonses area was last reconstructed in 1998. Halifax Avenue is 30 to 35 feet wide, 70`h Avenue is 35 to 42 feet wide and the remaining streets are 30 feet wide. All streets in the area have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 inch mill and overlay. Water main The existing water main in the project area consists of 6-inch cast iron pipe(CIP)installed between 1959 and 1961 and 6-inch ductile iron pipe(DIP)installed in 1978. Based on current maintenance records,there has been one water main break in this area. The current project estimate includes casting replacement only. Sanitary Sewer Approximately 83 percent of the sanitary sewer in the project area was replaced with 8-inch poly-vinyl chloride (PVC)when the neighborhood was reconstructed in 1998. The remaining pipe consists of 8"diameter vitrified clay pipe(VCP)installed in 1958 and 1959. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area flows east to Palmer Lake. Approximately 25 percent of the storm sewer in this area was installed in 1998 or later. This storm sewer consists of 15-inch diameter high-density polyethylene plastic pipe(HDPE)and 18-inch to 42-inch diameter reinforced concrete pipe(RCP). The remaining storm sewer consists of 15-inch to 42-inch diameter RCP installed in 1957 and 1984. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the 7 wood poles with 7 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 141 2013-2027 Capital Improvement Program 67th and James Avenue Mill and Overlay The project area includes 67`h Avenue from Shingle Creek �� Won Parkway to the east cul-de-sac and James Avenue from Freeway _ Um Blvd to 67`h Avenue. The project area contains a total of 2,063 �� linear feet of local streets. The project area consists of 11 industrial properties. QTN AVE N Streets The 67`h Avenue and James Avenue area was reconstructed in 1998. The streets are generally 44 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 inch mill and overlay. Y aYo Water main EAEEYI The existing water main in the project area consists of 8-inch diameter cast iron pipe(CIP)installed in 1970. Records indicate that there have been no water main breaks in the area. -- The current project estimate includes casting replacement only. 94 Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch poly-vinyl chloride(PVC)installed in 1970. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains to the trunk line on 65`h Avenue and then east to the Mississippi River. This storm sewer consists of 15-inch to 36-inch diameter reinforced concrete pipe(RCP)installed in 1970 and 1974. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the 2 wood poles with 2 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 142 2013-2027 Capital Improvement Program John Martin Drive Mill and Overlay The John Martin Drive project area extends from Shingle Creek Parkway to 450 feet south of Earle Brown Drive. The project area contains a total of 1,381 linear feet of local streets. The neighborhood consists of approximately nine commercial properties. A VV Streets John Martin Drive is designated as a Municipal State Aid Route. The project area was reconstructed in 1998. The streets r are generally 50 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 inch mill and overlay. co W 10 Water main The existing water main in the project area consists of 8-inch diameter cast iron pipe (CIP) installed in 1969. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe(VCP) installed in 1969. The current project estimate includes casting replacement only. Storm Sewer The storm sewer on John Martin Drive drains to Shingle Creek. This storm sewer consists of 12-inch to 48-inch diameter reinforced concrete pipe (RCP) installed in 1969. The current project estimate includes casting replacement only. Project Summaries Page 143 2013-2027 Capital Improvement Program 68th and Lee Avenue Mill and Overlay The project area includes 68`h Avenue from Lee Avenue to Brooklyn AM#•yt Boulevard and Lee Avenue from 68`h Avenue to 69`h Avenue. The project area contains a total of 1,668 linear feet of local streets. The project area consists of nine commercial properties. ,,.r„ g Streets < Ilk The 670'and James area was reconstructed in 1998. The streets are generally 45 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of 6zM",' approximately 20 percent concrete replacement and a 2 inch mill and overlay. Water main - y3_. The existing water main in the project area consists of 8-inch diameter cast iron pipe(CIP)installed in 1966 and 1968. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch poly-vinyl chloride (PVC) installed in 1970. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer consists of 12-inch to 24-inch diameter reinforced concrete pipe(RCP)installed in 1966 and 1968. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 144 2013-2027 Capital Improvement Program Miscellaneous Water Main and Sanitary Sewer Improvements Lift Station 1 Wet Well Improvements The current wet well design is a basic rectangle with an elevated wing wall. The flat bottom allows for solids to build and the wing wall traps grease thereby creating an ongoing maintenance issue where staff is required to enter the space multiple times per year for maintenance.To properly clean this wet well, workers must follow confined space entry procedures and enter the 28' deep structure. Even when all necessary precautions are followed,there is a significant level of danger involved when entering the structure.The goal is to"reshape"the wet well by mimicking the existing wet well at lift station 2 and eliminate the elevated wing wall. The wet well at lift 2 consists of a sloped configuration that nearly eliminates the buildup of any solids(rarely is it necessary to enter that wet well). Sanitary Sewer Lining along Mississippi River This project extends from the manhole north of Interstate 694 on Willow Lane to the first manhole south of 57`'' Avenue on Lyndale Avenue,approximately 4,752 feet. The existing line is 21-inch to 24-inch reinforced concrete pipe(RCP)and contains root infiltrations throughout.Roots were last removed in 2011. Directly under the interstate is a 70 foot section of pipe where it appears through televising that the pipe was cut in half and put inside a 70 foot section of steel casing to form an invert. Emergency Generator Replacement for Lift Station No.2 The existing generator is a 1981 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. Water Tower No.3 Painting Tower No. 3, a 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was constructed in 1973. The complete exterior coating system was replaced in 1986. In 1998 the exterior was spot repaired, power washed and a urethane top coat was applied to the exterior of the tower. In 2005, the bottom shell course of the fluted exterior was coated and the entire exterior was power washed. This tank was last inspected in 2010. Although the steel substrate is still protected, a number of coating failures were noted on the interior (wet area and dry area) and are attributed to deficiencies in the coating system itself. The 2010 recommendation is to reevaluate in 5 years with an anticipated plan of complete coating replacement in 6 to 8 years. Based on the 2010 evaluation, Tower No. 3 is recommended for complete interior wet, interior dry and exterior coating rehabilitation in 2016. Water Tower No.2 Painting Water Tower No. 2, a one-million gallon elevated storage tank located at 69`h Avenue and Dupont Avenue was constructed in 1960. In 1984, the interior(wet area) and exterior coating systems were completely replaced. In 1997,the interior coating system(wet area)was spot repaired and the exterior coating was spot repaired,power washed and a urethane top coat was applied to the existing system. The estimated service life for 1997 paint coating is 15 to 20 years as noted in a 1999 warranty inspection report. This tank was last inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005 recommendation is to re- inspect every 5 years. Tower No. 2 is scheduled to be inspected in 2011. Based on a 2009 review of the 2005 recommendation,Tower No.2 is recommended for complete interior and exterior coating rehabilitation in 2017. Well Motor Speed Controls(VFD)Wells 4,5,7,9 and 10 The existing well motor speed controls were installed in 1997 as part of an energy conservation project. Due to their age and parts availability,they are due for replacement. New controls would be equipped with bypass switch gear that allows the operation of the well pump if the controls fault and need repair. Water Tower No. 1 Painting Water Tower No 1, a 500,000 gallon elevated storage tank located at 69"' Avenue and France Avenue was constructed in 1958. In 1988, spot repairs of the existing interior were completed (wet area repaired with coal Project Summaries Page 145 2013-2027 Capital Improvement Program tar/epoxy coating) and the exterior coating system was completely replaced. In 1999, the interior wet coating system was completely replaced and the exterior coating was spot repaired, power washed and a urethane top coat was applied to the existing system. The estimated service life for the 1999 paint coating is 15 to 20 years. This tank was last inspected in 2009.Both the interior and exterior coatings required no repairs at that time.The 2009 recommendation is to re-inspect every 5 years. Based on the 2009 inspection, Tower No. I is recommended for complete interior and exterior coating rehabilitation in 2018. Lift Station No.9 Forcemain Replacement The existing forcemain located south of lift station No. 9 was installed in 1969 and consists of 12-inch ductile iron pipe, which was verified in 2010 through an exploratory open excavation. Approximately 1300-feet is proposed to be replaced. Emergency Generator Replacement for Lift Station No. 1 The.existing generator is a 1996 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. Lift Station No. 1 Wet Well Improvements/Rehabilitation The existing lift station was installed in 1996. Proposed rehabilitation includes pump replacement, miscellaneous appurtenance replacement,and wet well reconfiguration to aid in self-cleaning. Street Light and Traffic Signal Improvements Traffic Signal System Replacement at 66`h Avenue and TH 252 The existing traffic signal system at the intersection of 66`x' Avenue and TH 252 is owned and operated by the State. The Minnesota Department of Transportation(Mn/DOT)has programmed this system to be replaced and the City will be required to pay 50 percent as the City's portion for two of the four legs of the intersection. Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes The 34 ornamental lights located within the Earl Brown area at the nodes (intersections)along a portion of Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life expectance of this lighting system is approximately 30 years. The City has no remaining replacement poles or luminaires that match the existing system, and matching luminaires are no longer available from suppliers. The existing system is generally rated in fair to poor shape with increasing maintenance costs. The project includes replacement of the existing decorative lighting system at the intersections/nodes with a new,advanced system using current technology. Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects In 2007, the City approved an 18-year Capital Building Maintenance Plan that includes short- and long-term building and facility improvements. The following buildings and facilities are covered under this plan: city hall, community center, public works facility, public works cold storage building, public works salt/sand storage building, police station, west fire station, east fire station, Centerbrook Golf Course club house, Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary lift station Nos. I and 2, municipal well Nos 2-10, Evergreen Park building, Garden City Park building, Central Park west building, Central Park plaza,and Central Park gazebo. Project Summaries Page 146 2013-2027 Capital Improvement Program Storm Water Improvements Connections Shingle Creek Restoration Project As part of the 2009 Connections at Shingle Creek Corridor Study, a section of Shingle Creek from Regent Avenue in Brooklyn Park to Nobel Avenue was assessed for opportunities to provide ecological restoration. Additionally, Shingle Creek has been identified as having dissolved oxygen and biotic impairments that must be addressed. The first phase of this project includes the restoration of the portion of the creek from Brooklyn Boulevard to 700-feet east of Noble Avenue. Restoration improvements include repairing eroded stream bank areas, adding riffles and plunge pools, thinning out the significant tree canopy, installing culvert energy dissipating rip rap and slope protection and establishing a wider vegetated wetland/upland buffer adjacent to the creek. The City of Brooklyn Center will be responsible for only a portion of the project funding. The proposed funding is expected to include 50% City funding(25% from Brooklyn Center and 25% from Brooklyn Park), 25% grant funding and the remaining 25% to be shared by the Shingle Creek Watershed Management Commission.This project is anticipated to proceed only upon successful grant award. Storm Water Management Basins In 2005, the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene Anderlik& Associates to conduct a condition assessment of 30 storm water management ponds located throughout the City. The assessment process resulted in a list of improvements to address problems with shoreline erosion, sediment accumulation, inlet and outlet blockages and other miscellaneous maintenance issues. Below is a description of the projects that were not considered routine annual maintenance work normally addressed as part of the annual operating budget for the Storm Drainage Utility. Storm Water Pond 60-001 Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within Central Park. The pond receives runoff from approximately 85 acres of upstream residential development. This pond was constructed in 2003. By 2013, preliminary estimates indicate that approximately 30 to 40 percent of the wet volume will be lost due to sediment accumulation. The proposed work consists of removal of sediment and installation of a skimmer structure to enhance the water quality treatment performance of the pond. Storm Water Pond 50-001 Pond 50-001 is located within Cahlander Park. The pond receives runoff from approximately 230 acres of upstream residential development. Due to the large watershed to pond area ratio,this pond is subject to higher rates of sediment accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted in the sediment during the most recent site inspection. The proposed project consists of dredging and properly disposing of sediment from the pond and repairs to various shoreline erosion issues. Storm Water Pond 46-001 Pond 46-001 is located within the northern portion of Orchard Lane Park. The pond receives runoff from approximately 60 acres of residential development located west of Orchard Lane Park and approximately 50 acres located north of Interstate 94/694. The pond is was originally design as a detention basin without wet volume to provide additional water quality benefit. The proposed improvements consist of excavating wet storage volume below the invert of the outlet pipe to increase the water quality treatment performance of the basin. Project Summaries Page 147 2013-2027 Capital Improvement Program Park and Trail Improvements Baseball Backstop Replacements Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway Park and Willow Lane Park. Centennial Park Youth Soccer Field Improvements Proposed construction includes converting a general use area to an improved youth soccer field. Amenities include irrigation,permanent nets,bleachers and other miscellaneous site improvements. Centennial Park Tennis Court Resurfacing Proposed construction includes the removal of two existing tennis courts and resurfacing of the two remaining two tennis courts within Central Park. Willow Lane Park Trail Reconstruction Proposed construction includes replacement of the trail system within Willow Lane Park. An eight foot wide trail section is proposed. Baseball Fence Replacement Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake Park and the replacement of the line and outfield fences at Northport Park. Freeway Park Trail Replacement Proposed construction includes replacement of the trail system within Freeway Park. An eight foot wide trail section is proposed. Lions Park Trail Replacement Proposed construction includes replacement of the trail system within Lions Park. Parallel biking and walking trails would be removed and replaced with a single ten foot wide trail section. Brooklyn Boulevard City Entrance Signs Proposed improvements include painting the existing City entrance signs and cedar fences surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park borders. 69`h Avenue Greenway&Cahlander Park Fence Rehabilitation Proposed construction includes refinishing the wood fence along the north side of the 69`h Avenue greenway between Brooklyn Boulevard and Palmer Lake Drive and the privacy fence on the west side of Cahlander Park. Northport Park Building Proposed construction activities include the replacement of the existing shelter building. The new structure is scheduled to include picnic facilities, one unisex restroom and a small utility area. The new shelter will be consistent with the park building constructed in Kylawn Park in 2007/2008. West River Road Trail Improvements Proposed construction includes replacement of the bituminous trail along West River Road from 73`d Avenue to 66"'Avenue. A ten foot wide trail section is proposed. Evergreen Park Trail Improvements Proposed construction includes replacement of the bituminous trail within Evergreen Park. Replacement of the trail along 70`h Avenue is not part of the project. An eight foot wide trail section is proposed. Project Summaries Page 148 2013-2027 Capital Improvement Program Centennial Park East Trail Improvements Proposed construction includes replacement of the bituminous trail system within the eastern portion of Central Park. The trail segment proposed for replacement is between Interstate 94 and the south City Hall parking lot, east of Shingle Creek. A ten foot wide trail section is proposed along the main trail corridor and an eight foot wide trail section is proposed for the adjacent pedestrian trails. Play Ground Equipment Replacement Proposed replacement includes replacing park play ground equipment over a three year period. A total of 20 parks located within Brooklyn Center contain 21 separate playground equipment areas, 18 that are maintained by the City and three that are maintained by the adjacent schools. Six playgrounds are scheduled for replacement each year over the three year period. An assessment of the play ground equipment will need to be completed to determine replacement priority. Palmer Lake Trail Mill and Overlay Proposed construction includes resurfacing of the existing trail system extending around Palmer Lake. This trail was last reconstructed in 2005 with an expected maximum service life of 15 to 20 years due to the soil stability issues within the park area. Hockey Rink Rehabilitation and Replacements Proposed rehabilitation includes resurfacing of five existing rinks with other miscellaneous rink repairs. An assessment of the rink appurtenances will need to be completed to determine replacement priority. The rink located at Northport Park will be further evaluated with the Northport Park improvements and master planning being conducted in connection with the Northport School rehabilitation. Irrigation Systems Rehabilitation and Replacements The City's Irrigation systems are located as follows: Evergreen Park, Centennial Park, Northport Park, Grandview Park, 69`h Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway, 53`d Avenue (Belview area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed rehabilitation estimate includes rehabilitation of the Evergreen Park and the 69`h Avenue systems, which were installed in 1986 and 1989,respectively. Centennial Park Softball Field Re-grading Improvements The Centennial Park softball fields experience settlement due to the underlying organic soils. Over the years, settlement has occurred approximately one foot.This is evident in the fact that the light base foundations within the ball field areas have generally held their original elevations and are higher than the surrounding ground. Due to the proximity to Shingle Creek and the low lying areas,this settlement causes increased flooding and drainage issues. The proposed plan includes raising the ball fields one to two feet and replacement of any necessary appurtenances including irrigation systems, draintile, fences and bituminous/concrete trails and other paved areas. Miscellaneous Tennis Court Resurfacing Proposed construction includes the removal of the existing tennis courts and resurfacing of the remaining tennis courts at Evergreen Park,West Palmer Lake Park,Northport Park,Grandview Park and Centennial Park. Softball/Baseball Fence Replacement Proposed construction includes replacement of the line and outfield fences at West Palmer Lake Park. 69`h Avenue Trail Reconstruction Proposed construction includes replacement of the trail system along 69`h Avenue from Brooklyn Boulevard to West Palmer Lake Drive. A nine foot wide trail section is proposed. Evergreen Park Score Board Replacement Project Summaries Page 149 2013-2027 Capital Improvement Program Proposed construction includes installing new score boards at the two softball fields and one baseball field at Evergreen Park. 691'Avenue Landscape Rehabilitation Proposed construction would include irrigation updates and replacing the landscaping plantings and sod along 69`h Avenue from Brooklyn Boulevard to West Palmer Lake Dr. Miscellaneous Projects and Improvements Highway 100 Bridge at CR10/CR57 Improvements The existing roadway bridge is owned and maintained by the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this bridge deck to be replaced in 2013. The existing bridge deck consists of approximately 5-foot sidewalks on each side. The sidewalk on the south side of the bridge is proposed to be widened to approximately 12-feet as part of the joint trail extension project from Shingle Creek Parkway to the Mississippi River trail. The City is working with Mn/DOT, Hennepin County and the Three Rivers Park District to implement this reconfiguration of the roadway and pedestrian lane usage on the available proposed deck width. The majority of the funding for the bridge deck replacement is proposed to come from Mn/DOT. Their amount includes an amount to replace the existing bridge deck under its current configuration. The changes to obtain a trail on the south side of the bridge is proposed to be shared by the Hennepin County, Three Rivers Park District and the City. Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements Brooklyn Boulevard from I-94 to the southerly City limits (49`h Avenue) is a Hennepin County roadway (County Road 152) under their jurisdiction. The County has a portion of Brooklyn Boulevard from 1-94 to Highway 100 planned for reconstruction in 2016. Currently the City is undertaking a corridor study for this section of roadway within the City of Brooklyn Center to evaluate necessary improvements including roadway, trail, streetscaping, intersection,access,development and transit improvements.This study will be used to create a vision, develop a preferred alternative layout, identify costs for the improvements, and develop funding strategies for the improvements. The funding partnership and proportions are to be determined in the future but are anticipated to include federal funding, Hennepin county funding, Three Rivers Park District Funding and City funding. Highway 100 Bridge at CR152(Brooklyn Boulevard)Improvements The existing roadway bridge is owned and maintained by the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this bridge deck to be replaced in 2016. The existing bridge deck consists of approximately 8-foot sidewalks on each side. The City is working with Mn/DOT, Hennepin County and the Three Rivers Park District to implement this reconfiguration of the roadway and pedestrian lane usage on the available proposed deck width. The majority of the funding for the bridge deck replacement is proposed to come from Mn/DOT. Their amount includes an amount to replace the existing bridge deck under its current configuration.Participation by the City will include certain aesthetic elements of the bridge. Project Summaries Page 150 2013-2027 Capital Improvement Program City of Brooklyn Center Ending Cash Balances for Capital Improvement Plan Funds Fiscal Years 2011 through 2027 Capital Street Sanitary Storm Street Improvements Reconstruction Water Sewer Sewer Light Year Fund Fund Fund Fund Fund Fund 2011 267,914 191,033 1,991,361 1,169,534 2,824,851 10,808 2012 202,914 851,511 2,711,041 2,012,945 3,400,586 (109,506) 2013 409,314 4,553,639 2,237,183 1,635,575 3,366,169 (46,404) 2014 446,114 3,725,023 1,538,933 1,109,499 3,165,159 101,162 2015 473,314 2,964,336 1,161,652 806,933 3,150,159 101,102 2016 93,714 2,161,747 253,023 8,131 3,095,152 49,999 2017 60,914 1,207,151 (1,405,334) (97,380) 3,049,186 (64,300) 2018 139,715 1,800,169 (1,466,557) (247,961) 2,341,468 2,050 2019 88,914 509,670 (1,332,092) (144,988) 2,168,492 101,890 2020 35,714 (964,056) (1,208,462) 92,412 1,861,496 115,057 2021 (24,686) (541,466) 252,349 1,390,370 2,619,010 276,384 2022 (46,686) (17,820) 1,816,954 2,589,920 3,354,313 385,698 2023 153,314 367,135 3,095,424 3,599,397 4,106,300 377,825 2024 353,314 73,053 2,972,455 3,602,642 4,703,974 382,583 2025 553,314 (666,764) 2,567,093 3,692,935 5,415,612 379,789 2026 75,314 (1,828,431) 3,408,068 3,197,111 6,170,514 189,253 2027 (177,086) 53,236 4,103,136 2,579,200 6,727,648 (9,220) City Brooklyn Center revision 6/27/2012 Capital Improvements Fund Cash Flows Analysis Actual Budget Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues Transfer in General Fund $ 8,535 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Transfer in Liquor Fund $ 135,000 $ 200,000 $ 300,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 Interfund Revenue/Loans $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Debt Payment Golf Course $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Misc Revenue $ 6,882 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ Total Revenues $ 150,417 $ 200,000 $ 300,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Supplies $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ $ - $ - Services $ 53,351 $ $ 15,600 $ 27,200 $ 28,800 $ 96,600 $ 38,800 $ 20,200 $ 41,800 $ 42,200 $ 43,400 $ 37,000 $ $ $ $ 113,000 $ 75,400 Depreciation $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ $ - $ - Debt Service/Interfund Loans $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ $ $ - $ Total Expenditures $ 53,351 $ $ 15,600 $ 27,200 $ 28,800 $ 96,600 $ 38,800 $ 20,200 $ 41,800 $ 42,200 $ 43,400 $ 37,000 $ $ $ $ 113,000 $ 75,400 Capital Outlay $ 229,316 $ 265,000 $ 78,000 $ 136,000 $ 144,000 $ 483,000 $ 194,000 $ 101,000 $ 209,000 $ 211,000 $ 217,000 $ 185,000 $ $ $ $ 565,000 $ 377,000 Total Cash Requirement $ 282,667 $ 265,000 $ 93,600 $ 163,200 $ 172,800 $ 579,600 $ 232,800 $ 121,200 $ 250,800 $ 253,200 $ 260,400 $ 222,000 $ $ $ $ 678,000 $ 452,400 Beginning Cash Balance $ 352,919 $ 267,914 $ 202,914 $ 409,314 $ 446,114 $ 473,314 $ 93,714 $ 60,914 $ 139,714 $ 88,914 $ 35,714 $ (24,686) $ (46,686) $ 153,314 $ 353,314 $ 553,314 $ 75,314 Changes in Assets/Liabilities $ 47,245 Revenues $ 150,417 $ 200,000 $ 300,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 Expenditures $ (282,667) $ (265,000) $ (93,600) $ (163,200) $ (172,800) $ (579,600) $ (232,800) $ (121,200) $ (250,800) $ (253,200) $ (260,400) $ (222,000) $ - $ - $ - $ (678,000) $ (452,400) Depreciation Add-Back $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Ending Cash Balance $ 267,914 $ 202,914 $ 409,314 $ 446,114 $ 473,314 $ 93,714 $ 60,914 $ 139,714 $ 88,914 $ 35,714 $ (24,686) $ (46,686) $ 153,314 $ 353,314 $ 553,314 $ 75,314 $ (177,086) Assumptions: Interest on Interfund Loans is 2% Service Fees are 20%of Project Costs Expenditures Capital outlay is from the 2013 CIP City Brooklyn Center Street Reconstruction Fund Cash Flows Analysis FIRST ITERATION Actual Actual Budget Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2027 Revenues Fund Transfer $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Franchise Fees $ 647,796 $ 659,066 $ 660,000 $ 680,000 $ 680,000 $ 680,000 $ 700,000 $ 700,000 $ 700,000 $ 725,000 $ 725,000 $ 725,000 $ 745,000 $ 745,000 $ 745,000 $ 770,000 $ 770,000 $ 770,000 $ 770,000 Debt Service Levy $ - $ - $ - $ - $ 607,500 $ 591,750 $ 576,000 $ 560,250 $ 544,500 $ 878,750 $ 853,000 $ 827,250 $ 801,500 $ 775,750 $ 300,000 $ 290,000 $ 280,000 $ 270,000 $ 260,000 $ 8,416,250 Bond Proceeds(net) $ - $ - $ $ 4,350,000 $ - $ - $ - $ - $ 2,350,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc.Operating $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ Misc.Non-operating $ 4,262 $ 42,128 $ 478 $ 2,129 $ 11,384 $ 9,313 $ 7,411 $ 5,404 $ 3,018 $ 4,500 $ 1,274 $ (2,410) $ (1,354) $ (45) $ 918 $ 183 $ (1,667) $ $ Total Revenues $ 652,058 $ 701,194 $ 660,478 $ 5,032,129 $ 1,298,884 $ 1,281,063 $ 1,283,411 $ 1,265,654 $ 3,597,518 $ 1,608,250 $ 1,579,274 $ 1,549,840 $ 1,545,146 $ 1,520,705 $ 1,045,918 $ 1,060,183 $ 1,048,333 $ 1,040,000 $ 1,030,000 Expenditures Bond Principal $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Debt Service $ $ $ $ $ $ $ $ $ $ $ $ - $ $ $ $ $ $ $ Bond Principal $ $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - $ $ Debt Service $ - $ $ $ $ $ $ $ $ $ $ - $ $ $ - $ $ $ $ $ Bond Principal $ $ $ $ $ 450,000 $ 450,000 $ 450,000 $ 450,000 $ 450,000 $ 700,000 $ 700,000 $ 700,000 $ 700,000 $ 700,000 $ 250,000 $ 250,000 $ 250,000 $ 250,000 $ 250,000 Debt Service $ $ - $ $ $ 157,500 $ 141,750 $ 126,000 $ 110,250 $ 94,500 $ 178,750 $ 153,000 $ 127,250 $ 101,500 $ 75,750 $ 50,000 $ 40,000 $ 30,000 $ 20,000 $ 10,000 Total Expenditures $ $ - $ $ $ 607,500 $ 591,750 $ 576,000 $ 560,250 $ 544,500 $ 878,750 $ 853,000 $ 827,250 $ 801,500 $ 775,750 $ 300,000 $ 290,000 $ 280,000 $ 270,000 $ 260,000 $ 8,416,250 Capital Outlay $ 592,575 $ 1,991,267 $ $ 1,330,000 $ 1,520,000 $ 1,450,000 $ 1,510,000 $ 1,660,000 $ 2,460,000 $ 2,020,000 $ 2,200,000 $ 300,000 $ 220,000 $ 360,000 $ 1,040,000 $ 1,510,000 $ 1,930,000 $ 50,000 $ 50,000 Total Cash Requirement $ 592,575 $ 1,991,267 $ $ 1,330,000 $ 2,127,500 $ 2,041,750 $ 2,086,000 $ 2,220,250 $ 3,004,500 $ 2,898,750 $ 3,053,000 $ 1,127,250 $ 1,021,500 $ 1,135,750 $ 1,340,000 $ 1,800,000 $ 2,210,000 $ 320,000 $ 310,000 Beginning Cash Balance $ 1,780,309 $ 1,474,481 $ 191,033 $ 851,511 $ 4,553,639 $ 3,725,023 $ 2,964,336 $ 2,161,747 $ 1,207,151 $ 1,800,169 $ 509,670 $ (964,056) $ (541,466) $ (17,820) $ 367,135 $ 73,053 $ (666,764) $ (666,764) $(1,828,431) Changes in Assets/Liabilities $ (365,311) $ 6,625 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Revenues' $ 652,058 $ 701,194 $ 660,478 $ 5,032,129 $ 1,298,884 $ 1,281,063 $ 1,283,411 $ 1,265,654 $ 3,597,518 $ 1,608,250 $ 1,579,274 $ 1,549,840 $ 1,545,146 $ 1,520,705 $ 1,045,918 $ 1,060,183 $ 1,048,333 $ 1,040,000 $ 1,030,000 Expenditures $ (592,575) $(1,991,267) $ - $(1,330,000) $(2,127,500) $(2,041,750) $(2,086,000) $(2,220,250) $(3,004,500) $(2,898,750) $(3,053,000) $(1,127,250) $(1,021,500) $(1,135,750) $(1,340,000) $(1,800,000) $(2,210,000) $ (320,000) $ (310,000) Depreciation Add-Back $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Ending Cash Balance $ 1,474,481 $ 191,033 $ 851,511 $ 4,553,639 $ 3,725,023 $ 2,964,336 $ 2,161,747 $ 1,207,151 $ 1,800,169 $ 509,670 $ (964,056) $ (541,466) $ (17,820) $ 367,135 $ 73,053 $ (666,764) $(1,828,431) $ 53,236 $(1,108,431) Bond Sale - Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation. Revenues Year 2010 and forward are predicted on a 3%increase in fees once every three years. Expenditures Capital outlay is from the 2012 CIP City Brooklyn Center Water Fund Calsh Flow Analysis Rate Increase 3.00% 4.00% 4.00% 8.00% 9.00% 9.00% 9.00% 9.00% 9.00% 9.00% 0.00% 0.00% 0.00% 0.00% (3.00%) (3.00%) (3.00%) (3.00%) (3.00%) Rate/1,000 gallons 1.29 1.34 1.40 1.51 1.65 1.80 1.96 2.13 2.33 2.54 2.54 2.54 2.54 2.54 2.46 2.39 2.31 2.24 2.18 Actual Actual Actual Budget Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues Water Service $ 1,974,100 $ 1,929,058 $ 1,948,067 $ 2,204,708 $ 2,403,132 $ 2,619,414 $ 2,855,161 S 3,112,125 $ 3,392,217 $ 3,697,516 $ 3,697,516 $ 3,697,516 $ 3,697,516 $ 3,697,516 $ 3,586,591 $ 3,478,993 $ 3,374,623 $ 3,273,384 $ 3,175,183 Bond Proceeds $ - $ 1,719,422 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc.Operating $ 2,596 $ 1,057 $ 42,598 $ - $ 3,700 $ 7,400 $ 11,100 $ 14,800 $ 18,500 $ 22,200 $ 25,900 $ 29,600 $ 33,300 $ 37,000 $ 40,700 $ 44,400 $ 48,100 $ 51,800 $ 55,500 Misc.Non-operating $ 50,442 $ 34,519 $ 16,923 $ 12,000 $ 81,331 $ 67,115 $ 46,168 $ 34,850 $ 7,591 $ 42,160 $ 43,997 $ 39,963 $ 36,254 $ 7,570 $ 54,509 $ 92,863 $ 89,174 $ 77,013 $ 102,242 Total Revenues $ 2,027,138 $ 3,684,056 $ 2,007,588 $ 2,216,708 $ 2,488,163 $ 2,693,929 $ 2,912,429 $ 3,161,775 $ 3,418,307 $ 3,677,556 $ 3,679,419 $ 3,687,153 $ 3,694,562 $ 3,742,087 $ 3,681,799 $ 3,616,256 $ 3,511,897 $ 3,402,197 $ 3,332,925 Expenditures Personal Services $ 421,975 $ 485,939 $ 478,658 $ 478,177 $ 492,522 $ 507,298 $ 522,517 $ 538,192 $ 554,338 $ 570,968 $ 588,097 $ 605,740 $ 623,913 $ 642,630 $ 661,909 $ 681,766 $ 702,219 $ 723,286 $ 744,984 Supplies $ 161,552 $ 148,599 $ 140,575 $ 175,650 $ 180,920 $ 186,347 $ 191,937 $ 197,696 $ 203,626 $ 209,735 $ 216,027 $ 222,508 $ 229,183 $ 236,059 $ 243,141 $ 250,435 $ 257,948 $ 265,686 $ 273,657 Services $ 2,258,839 $ 504,585 $ 595,610 $ 678,023 $ 705,144 $ 733,350 $ 762,684 $ 793,191 $ 824,919 $ 857,915 $ 892,232 $ 927,921 $ 965,038 $ 1,003,640 $ 1,043,785 $ 1,085,537 $ 1,128,958 $ 1,174,116 $ 1,221,081 Depreciation $ 596,180 $ 550,662 $ 584,600 $ 690,558 $ 690,558 $ 707,822 $ 725,517 $ 743,655 $ 762,247 $ 781,303 $ 800,836 $ 820,856 $ 841,378 $ 862,412 $ 883,973 $ 906,072 $ 928,724 $ 951,942 $ 975,740 New Interest Debt Service Interest&Fees $ $ 94,701 $ 63,141 $ 63,928 $ 62,185 $ 60,185 $ 57,571 $ 54,575 $ 51,031 $ 46,910 $ 42,347 $ 37,354 $ 31,867 $ 23,903 $ 19,495 $ 12,736 $ 5,634 $ 5,634 $ 5,634 Total Expenditures $ 3,438,546 $ 1,784,486 $ 1,862,584 $ 2,086,336 $ 2,131,329 $ 2,195,002 $ 2,260,227 $ 2,327,309 $ 2,396,161 $ 2,466,832 $ 2,539,539 $ 2,614,380 $ 2,691,379 $ 2,768,644 $ 2,852,302 $ 2,936,546 $ 3,023,483 $ 3,120,664 $ 3,221,097 less:Non-Cash Depreciation $ 596,180 $ 550,662 $ 584,600 $ 690,558 $ 690,558 $ 707,822 $ 725,517 $ 743,655 $ 762,247 $ 781,303 $ 800,836 $ 820,856 $ 841,378 $ 862,412 $ 883,973 $ 906,072 $ 928,724 $ 951,942 $ 975,740 New Principal plus:Debt Service Principal $ - $ 105,000 $ 101,250 $ 101,250 $ 105,000 $ 105,000 $ 108,750 $ 112,750 $ 116,250 $ 116,250 $ 120,000 $ 123,750 $ 131,250 $ 135,000 $ 138,750 $ 142,500 $ 142,500 $ 142,500 plus:Transfers $ - $ 53,262 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - plus:Cash Capital Outlay $ 437,423 $ 975,158 $ 1,127,897 $ - $ 1,420,000 $ 1,800,000 $ 1,650,000 $ 2,378,000 $ 3,330,000 $ 1,937,000 $ 1,690,000 $ 1,650,000 $ 260,000 $ 140,000 $ 300,000 $ 1,570,000 $ 1,680,000 $ 250,000 $ 250,000 Total Cash Requirement $ 3,279,789 $ 2,208,982 $ 2,510,881 $ 1,497,028 $ 2,962,021 $ 3,392,180 $ 3,289,709 $ 4,070,404 $ 5,076,664 $ 3,738,779 $ 3,544,954 $ 3,563,524 $ 2,233,751 $ 2,177,481 $ 2,403,330 $ 3,739,224 $ 3,917,259 $ 2,561.222 $ 2,637,856 Beginning Cash Balance $ 2,068,255 $ 1,147,687 $ 2,546,948 $ 1,991,361 $ 2,711,041 $ 2,237,183 $ 1,538,933 $ 1,161,652 $ 253,023 $ (1,405,334) $ (1,466,557) $ (1,332,092) $ (1,208,462) $ 252,349 $ 1,816,954 $ 3,095,424 $ 2,972,455 $ 2,567,093 $ 3,408,068 Changes in Assets/Liabilities $ 332,083 $ (75,813) $ (52,294) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Cash Received $ 2,027,138 $ 3,684,056 $ 2,007,588 $ 2,216,708 $ 2,488,163 $ 2,693,929 $ 2,912,429 $ 3,161,775 $ 3,418,307 $ 3,677,556 $ 3,679,419 $ 3,687,153 $ 3,694,562 $ 3,742,087 $ 3,681,799 $ 3,616,256 $ 3,511,897 $ 3,402,197 $ 3,332,925 Cash Spent $ 3,279,789 1 2,208,982 $ 2,510,881 $ 1,497,028 $ 2,962,021 $ 3,392,180 S 3,289,709 $ 4,070,404 $ 5,076,664 $ 3,738,779 $ 3,544,954 $ 3,563,524 $ 2,233,751 $ 2,177,481 $ 2,403,330 $ 3,739,224 $ 3,917,259 $ 2,561,222 $ 2,637,856 Ending Cash Balance E 1 147 687 $ 2,546,943 S 1,991,361 $ 2,711,041 $ 2,237,183 $ 1,638,933 $ 1,161,652 $ 253,023 $ (1,405,334) $ (1,466,557) $ (1,332,092) $ (1,208,462) $ 252,349 $ 1,816,954 S 3,095,424 $ 2,972,455 S 2,567,093 $ 3,408,068 $ 4,103,136 Cash Reserve Target(step) $ 1,000,000 $ 1,200,000 $ 1,200,000 $ 1,300,000 $ 1,300,000 $ 1,300,000 $ 1,400,000 $ 1,400,000 $ 1,400,000 $ 1,400,000 $ 1,400,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 $ 1,500,000 Cash Reserve Target(5%Jyr) $ 1,050,000 $ 1,102,500 $ 1,157,625 $ 1,215,506 $ 1,276,282 $ 1,340,096 $ 1,407,100 $ 1,477,455 $ 1,551,328 $ 1,628,895 $ 1,710,339 $ 1,795,856 $ 1,885,649 $ 1,979,932 $ 2,078,928 $ 2,182,875 $ 2,292,018 $ 2,406,619 $ 2,526,950 Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation and do not include provisions for changes in balance sheet items Revenues Rate increases would be as indicated each year and based on a stable customer base and stable consumption Expenditures Personnel Costs increase at a rate of 3%per year Supplies increase at a rate of 3% perannum. Services increase at a rate of 4%per year Depreciation increases at a rate of approximately 2.5%per annum. City Brooklyn Center Sanitary Sewer Fund Cash Flow Analysis Rate Increase 1.00% 1.00% 3.00% 3.00.1. 4.00% 4.00% 5.00% 5.00% 5.00% 5.00% 5.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.001% Monthly Residential Fee $ 21.08 $ 21.29 $ 21.93 $ 22.59 $ 23.49 $ 24.43 $ 25.65 $ 26.93 $ 28.28 $ 29.69 $ 31.18 $ 31.18 $ 31.18 $ 31.18 $ 31.18 $ 31.18 $ 31.18 $ 31.18 $ 31.18 Actual Actual Actual Budget Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues Sewer Charges $ 3,315,597 $ 3,320,205 $ 3,372,185 $ 3,480,278 $ 3,619,489 $ 3,764,269 $ 3,952,482 $ 4,150,106 $ 4,357,612 $ 4,575,492 $ 4,804,267 $ 4,804,267 $ 4,804,267 $ 4,804,267 $ 4,804,267 $ 4,804,267 $ 4,804,267 $ 4,804,267 $ 4,804,267 Bond Proceeds $ - $ 573,141 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc.Operating $ - $ 1,168 $ 122,737 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc.Non-operating $ 26,045 $ 6,287 $ 14,793 $ 12,000 $ 8,052 $ 6,542 $ 4,438 $ 3,228 $ 33 $ 394 $ 992 $ 580 $ 370 $ 5,561 $ 10,360 $ 14,398 $ 14,411 $ 14,772 $ 12,788 Total Revenues $ 3,341,642 $ 3,900,801 $ 3,509,715 $ 3,492,278 $ 3,627,541 $ 3,770,811 $ 3,956,920 $ 4,153,334 $ 4,357,644 $ 4,575,099 $ 4,803,275 $ 4,803,687 $ 4,804,636 $ 4,809,828 $ 4,814,626 $ 4,818,664 $ 4,818,677 $ 4,619,038 $ 4,817,055 Expenditures Personal Services $ 161,746 $ 191,382 $ 179,791 $ 195,532 $ 203,353 $ 211,487 $ 219,947 $ 228,745 $ 237,895 $ 247,410 $ 257,307 $ 267,599 $ 278,303 $ 269,435 $ 301,013 $ 313,053 $ 325,575 $ 338,598 $ 352,142 Supplies $ 8,606 $ 13,829 $ 11,592 $ 35,450 $ 36,514 $ 37,609 $ 38,737 $ 39,899 $ 41,096 $ 42,329 $ 43,599 $ 44,907 $ 46,254 $ 47,642 $ 49,071 $ 50,543 $ 52,060 $ 53,621 $ 55,230 Services $ 3,005,243 $ 2,454,867 $ 2,480,603 $ 2,312,825 $ 2,382,210 $ 2,453,676 $ 2,527,286 $ 2,603,105 $ 2,681,198 $ 2,761,634 $ 2,844,483 $ 2,929,818 $ 3,017,712 $ 3,108,243 $ 3,201,491 $ 3,297,535 $ 3,396,461 $ 3,498,355 $ 3,603,306 Depreciation $ 550,108 $ 584,169 $ 604,837 $ 677,763 $ 698,096 $ 719,039 $ 740,610 $ 762,828 $ 785,713 $ 809,284 $ 833,563 $ 858,570 $ 884,327 $ 910,857 $ 938,183 $ 966,328 $ 995,318 $ 1,025,177 $ 1,055,933 Debt Service Interest&Fees $ $ 31,567 $ 21,046 $ 21,310 $ 17,834 $ 16,615 $ 14,706 $ 13,447 $ 12,716 $ 10,806 $ 9,913 $ 8,963 $ 6,910 $ 4,957 $ 3,575 $ 1,788 $ 1,788 $ 1,788 $ 1,788 Total Expenditures $ 3,725,703 $ 3,275,814 $ 3,297,869 $ 3,242,880 $ 3,338,006 $ 3,438,426 $ 3,541,286 $ 3,648,024 $ 3,758,618 $ 3,871,464 $ 3,988,865 $ 4,109,856 $ 4,233,506 $ 4,361,134 $ 4,493,332 $ 4,629,248 $ 4,771,202 $ 4,917,540 $ 5,068,399 less:Non-Cash Depreciation $ 550,108 $ 584,169 $ 604,837 $ 677,763 $ 698,096 $ 719,039 $ 740,610 $ 762,828 $ 785,713 $ 809,284 $ 833,563 $ 858,570 $ 884,327 $ 910,857 $ 938,183 $ 966,328 $ 995,318 $ 1,025,177 $ 1,055,933 plus:Debt Service Principal $ - $ - $ 33,750 $ 33,750 $ 35,000 $ 37,500 $ 38,750 $ 40,000 $ 41,250 $ 42,500 $ 45,000 $ 45,000 $ 47,500 $ 50,000 $ 50,000 $ 52,500 $ 52,500 $ 52,500 $ 52,500 plus:Transfers $ - $ 16,292 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - plus:Cash Capital Outlay $ 428,648 $ 1,089,773 $ 1,644,339 $ 50 000 $ 1,330,000 $ 1,540 000 $ 1,420,000 $ 2,027,000 $ 1,450,000 $ 1,620,000 $ 1,500,000 $ 1,270,000 $ 110,000 $ 110,000 $ 200,000 $ 1,100,000 $ 900,000 $ 1,370,000 $ 1,370 000 Total Cash Requirement $ 3,604,243 $ 3,797,710 $ 4371,121 $ 2,648,867 $ 4,004,911 $ 4,296,887 $ 4,259,426 $ 4,952,196 $ 4,464155 $ 4,724,680 $ 4,700,302 $ 4,566,287 $ 3,506,679 $ 3,610,277 $ 3,805,149 $ 4,815,420 $ 4728,384 $ 5,314,863 $ 5434966 Beginning Cash Balance $ 2,191,302 $ 1,972,466 $ 2,076,043 $ 1,169,534 $ 2,012,945 $ 1,635,575 $ 1,109,499 $ 806,993 $ 8,131 $ (98,380) $ (247,961) $ (144,988) $ 92,412 $ 1,390,370 $ 2,589,920 $ 3,599,397 $ 3,602,642 $ 3,692,935 $ 3,197,111 Changes in Assets/Liabilities $ 43,765 $ 486 $ (45,103) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Cash Received $ 3,341,642 $ 3,900,801 $ 3,509,715 $ 3,492,278 $ 3,627,541 $ 3,770,811 $ 3,956,920 $ 4,153,334 $ 4,357,644 $ 4,575,099 $ 4,803,275 $ 4,803,687 $ 4,804,636 $ 4,809,828 $ 4,814,626 $ 4,818,664 $ 4,818,677 $ 4,819,038 $ 4,817,055 Cash Spent $ (3,604.243) $ (3,797.710) $ 4,371 121 $ (2,648.867) $ 4,004,911 1 4 296,88 $ 4,259 426 $ 4,952 196 $ (4,464,155) $ (4,724,680) $ 4,700,302 $ (4,566,287) $ (3,506,679) $ (3,610,277) $ (3,805,149) $ (4,815,420) $ 4,728,384 $ 5,314,863 $ 5,434,966 Ending Cash Balance $ 1,972,466 $ 2,076,043 $ 1,169,534 $ 2 012 945 $ 1 635 575 E 1 109 499 $ BOB 993 5 8131 $ 98 380 $ 247 961 $ 144 988 $ 92 412 $ 1 390 370 $ 2589 920 $ 3 599 397 $ 3602 642 $ 3 692 935 $ 3 197111 $ 2 579 200 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 $ 950,000 $ 950,000 $ 950,000 $ 950,000 $ 950,000 $ 950,000 $ 950,000 Cash Reserve Target(3%tyr) $ 950,000 $ 978,500 $ 1,007,855 $ 1,038,091 $ 1,069,233 $ 1,101,310 $ 1,134,350 $ 1,168,380 $ 1,203,432 $ 1,239,535 $ 1,276,721 $ 1,315,022 $ 1,354,473 $ 1,395,107 $ 1,436,960 $ 1,480,069 $ 1,524,471 $ 1,570,205 Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation and do not include provisions for changes in balance sheet items. Revenues Rate increases would be as indicated per year and are based on a stable customer base with stable usage. Expenditures Personnel costs increase at a rate of 4%per year Supplies increase at a rate of 3%per year. Serices increase at a rate of 3%per year Depreciation increases at a rate of 3%per year Capital outlay is from the 2011 CIP E5 City of Brooklyn Center Storm Sewer Fund Cash Flow Analysis Rate Increase 3.00% 1.00% 1.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Per Residential Lot 14.19 14.34 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 14.48 Actual Actual Actual Budget Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues Storm Sewer Fees $ 1,577,679 $ 1,575,529 $ 1,587,721 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 $ 1,597,370 Misc.Operating $ - $ - $ 33,383 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc.Non-operating $ 26,255 $ 4,901 $ 23,080 $ 18,000 $ 13,602 $ 13,465 $ 12,661 $ 12,601 $ 12,381 $ 12,197 $ 9,366 $ 8,674 $ 7,446 $ 10,476 $ 13,417 $ 16,425 $ 18,816 $ 21,662 $ 24,682 Total Revenues $ 1,603,934 $ 1,580,430 $ 1,644,184 $ 1,615,370 $ 1,610,972 $ 1,610,835 $ 1,610,031 $ 1,609,971 $ 1,609,751 $ 1,609,567 $ 1,606,736 $ 1,606,044 $ 1,604,816 $ 1,607,846 $ 1,610,787 $ 1,613,795 $ 1,616,186 $ 1,619,032 $ 1,622,052 Expenditures Personal Services $ 66,003 $ 126,349 $ 169,543 $ 168,270 $ 176,684 $ 185,518 $ 194,794 $ 204,533 $ 214,760 $ 225,498 $ 236,773 $ 248,611 $ 261,042 $ 274,094 $ 287,799 $ 302,189 $ 317,298 $ 333,163 $ 349,821 Supplies $ 10,351 $ 4,371 $ 6,110 $ 28,800 $ 29,664 $ 30,554 $ 31,471 $ 32,415 $ 33,387 $ 34,389 $ 35,420 $ 36,483 $ 37,577 $ 38,705 $ 39,866 $ 41,062 $ 42,294 $ 43,563 $ 44,869 Services $ 343,296 $ 327,562 $ 260,632 $ 282,565 $ 291,042 $ 299,773 $ 308,766 $ 318,029 $ 327,570 $ 337,397 $ 347,519 $ 357,945 $ 368,683 $ 379,744 $ 391,136 $ 402,870 $ 414,956 $ 427,405 $ 440,227 Depreciation $ 858,450 $ 866,647 $ 939,433 $ 1,056,862 $ 1,088,568 $ 1,121,225 $ 1,154,862 $ 1,189,507 $ 1,225,193 $ 1,261,948 $ 1,299,807 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 Debt Service Interest&Fees $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - - - - - - - - - - - - - - - - - - - Total Expenditures $ 1,278,100 $ 1,324,929 $ 1,375,718 $ 1,536,497 $ 1,585,957 $ 1,637,070 $ 1,689,892 $ 1,744,485 $ 1,800,910 $ 1,859,232 $ 1,919,519 $ 1,981,840 $ 2,006,104 $ 2,031,344 $ 2,057,602 $ 2,084,922 $ 2,113,349 $ 2,142,932 $ 2,173,719 less:Non-Cash Depreciation $ 858,450 $ 866,647 $ 939,433 $ 1,056,862 $ 1,088,568 $ 1,121,225 $ 1,154,862 $ 1,189,507 $ 1,225,193 $ 1,261,948 $ 1,299,807 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 $ 1,338,801 plus:Cash Transfer to GF $ 100,000 $ 100,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ - $ - plus:Debt Service Principal $ - $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ plus:Transfers $ - $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ plus:Cash Capital Outlay $ 1,015,061 $ 581,239 $ 975,744 $ 560,000 $ 1,148,000 $ 1,296,000 $ 1,090,000 $ 1,110,000 $ 1,080,000 $ 1,720,000 $ 1,160,000 $ 1,270,000 $ 180,000 $ 180,000 $ 140,000 $ 270,000 $ 130,000 $ 60,000 $ 230,000 Total Cash Requirement $ 1,534 711 $ 1,139,521 $ 1,412,029 $ 1,039,635 $ 1,645,389 $ 1,811,845 $ 1,625 031 $ 1,664,977 $ 1,655,717 $ 2,317,284 $ 1 779 712 $ 1,913,039 $ 847,303 $ 872,543 $ 858,801 $ 1,016121 $ 904,548 $ 864,131 $ 1,064,218 Beginning Cash Balance $ 1,929,535 $ 2,143,141 $ 2,666,111 $ 2,824,851 $ 3,400,586 $ 3,366,169 $ 3,165,159 $ 3,150,159 $ 3,095,152 $ 3,049,186 $ 2,341,468 $ 2,168,492 $ 1,861,496 $ 2,619,010 $ 3,354,313 $ 4,106,300 $ 4,703,974 $ 5,415,612 $6,170,514 Changes in Assets/Liabilities $ 144,383 $ 82,061 $ (73,415) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Cash Received $ 1,603,934 $ 1,580,430 $ 1,644,184 $ 1,615,370 $ 1,610,972 $ 1,610,835 $ 1,610,031 $ 1,609,971 $ 1,609,751 $ 1,609,567 $ 1,606,736 $ 1,606,044 $ 1,604,816 $ 1,607,846 $ 1,610,787 $ 1,613,795 $ 1,616,186 $ 1,619,032 $ 1,622,052 Cash Spent $ 1,534,711 $ 1,139,521 $ 1,412,029 $ 1,039,635 $ 1,645,389 $ 1,811,845 $ 1,625,031 $ 1,664,977 $ 1,655,717 $ 2,317,284 $ 1,779,712 $ 1,913,039 $ 847,303 $ 872,543 $ 858,801 $ 1,016,121 $ 904,548 $ 864,131 $ 1,064,918 Ending Cash Balance $ 2143141 $ 2 666111 $ 2,824,851 $ 3400686 S 3 366169 $ 3165159 $ 3150159 3095152 $ 3049186 S 2341 468 $ 2168 492 $ 1 861 496 E 2 619 010 S 3 354 313 $ 4106 300 $ 4 703 974 $ 5 415 612 $ 6 170 514 $ 6,727648 Cash Reserve Target $ 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 $ 540,000 $ 540,000 $ 540,000 $ 540,000 $ 540,000 $ 540,000 Assumptions: Cash basis All 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 additions to the gross income based on ordinance charges Expenditures Personnel Costs increase at a rate of 5%per year. Supplies and Services increase at a rate of 3%per year. Capital outlay is from the 2012 CIP 2013 Utility Rates 8 Cash Flows City Brooklyn Center Street Light Utility Fund Rate Analysis Rate Increase 2.00% 3.00% 3.00% 25.26% 20.18% 10.00% 3.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% Quarterly Rate per Dwelling U 3.73 3.84 3.95 4.95 5.95 6.55 6.74 6.74 6.74 6.74 6.74 6.74 6.74 6.74 6.74 6.74 6.74 6.74 6.74 Actual Actual Actual Budget Proposed Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected Projected 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 Revenues Street Light Fee $ 253,754 $ 258,535 $ 272,510 $ 334,626 $ 402,154 $ 442,369 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 $ 455,640 Misc.Operating $ - $ - $ 18,378 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc.Non-operating $ 1,067 $ 416 $ 6,913 $ 1,000 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 $ 500 Total Revenues $ 254,821 $ 258,951 $ 297,801 $ 335,626 $ 402,654 $ 442,869 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Supplies $ 839 $ 466 $ 749 $ 2,560 $ 2,637 $ 2,716 $ 2,797 $ 2,881 $ 2,968 $ 3,057 $ 3,148 $ 3,243 $ 3,340 $ 3,440 $ 3,544 $ 3,650 $ 3,759 $ 3,872 $ 3,988 Services $ 213,615 $ 207,719 $ 203,616 $ 221,380 $ 226,915 $ 232,587 $ 238,402 $ 244,362 $ 250,471 $ 256,733 $ 263,151 $ 269,730 $ 276,473 $ 283,385 $ 290,470 $ 297,731 $ 305,175 $ 312,804 $ 320,624 Depreciation $ 5,566 $ 5,567 $ 28,370 $ 32,000 $ 32,640 $ 33,293 $ 33,959 $ 34,638 $ 35,331 $ 36,037 $ 36,758 $ 37,493 $ 38,243 $ 39,008 $ 39,788 $ 40,584 $ 41,395 $ 42,223 $ 43,068 Debt Service or Transfer $ $ $ $ $ $ $ $ $ $ - $ - $ - $ - $ - $ - $ $ $ - $ - Total Expenditures $ 220,020 $ 213,752 $ 232,735 $ 255,940 $ 262,191 $ 268,596 $ 275,158 $ 281,881 $ 288,769 $ 295,827 $ 303,058 $ 310,466 $ 318,056 $ 325,833 $ 333,801 $ 341,965 $ 350,330 $ 358,900 $ 367,680 Capital Outlay/Transfers $ $ 92,835 $ 125,442 $ 232,000 $ 110,000 $ 60,000 $ 215,000 $ 260,000 $ 317,000 $ 130,000 $ 90,000 $ 170,000 $ 15,000 $ 60,000 $ 170,000 $ 150,000 $ 150,000 $ 330,000 $ 330,000 Total Cash Requirement $ 220,020 $ 306,587 $ 358,177 $ 487,940 $ 372,191 $ 328,596 $ 490,158 $ 541,881 $ 605,769 $ 425,827 $ 393,058 $ 480,466 $ 333,056 $ 385,833 $ 503,801 $ 491,965 $ 500,330 $ 688,900 $ 697,680 Beginning Cash Balance $ 72,996 $ 117,678 $ 76,729 $ 10,808 $ (109,506) $ (46,404) $ 101,162 $ 101,102 $ 49,999 $ (64,300) $ 2,050 $ 101,890 $ 115,057 $ 276,384 $ 385,698 $ 377,825 $ 382,583 $ 379,789 $ 189,253 Changes in Assets/Liabilities $ 4,315 $ 1,120 $ (33,915) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Revenues $ 254,821 $ 258,951 $ 297,801 $ 335,626 $ 402,654 $ 442,869 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 $ 456,140 Expenditures $ (220,020) $ (306,587) $ (358,177) $ (487,940) $ (372,191) $ (326,596) $ (490,158) $ (541,881) $ (605,769) $ (425,827) $ (393,058) $ (480,466) $ (333,056) $ (385,833) $ (503,801) $ (491,965) $ (500,330) $ (688,900) $ (697,680) Depreciation Add-Back $ 5,566 $ 5,567 $ 28,370 $ 32,000 $ 32,640 $ 33,293 $ 33,959 $ 34,638 $ 35,331 $ 36,037 $ 36,758 $ 37,493 $ 38,243 $ 39,008 $ 39,788 $ 40,584 $ 41,395 $ 42,223 $ 43,068 Ending Cash Balance $ 117,678 $ 76,729 $ 10,808 $ 109,506 $ 46,404 $ 101,162 $ 101,102 $ 49,999 $ 64,300 $ 2,050 $ 101,890 $ 115,057 $ 276,384 $ 385,698 $ 377,825 $ 382,583 $ 379,789 $ 189,253 $ 9,220 Cash Reserve Target $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 $ 50,000 Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation with no provisions made for changes in balance sheet items that may occur from year to year. 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 increases at a rate of approximately 2%per annum. Capital outlay is from the 2012 CIP MEMORANDUM - COUNCIL WORK SESSION DATE: 29 June 2012 TO: Curt Boganey, City Manager FROM: Daniel Jordet, Director of Finance SUBJECT: 2013-2035 Earle Brown Heritage Center Capital.Improvement Plan Recommendation: This memorandum is for information only. No action is required at this time. Background: The Capital Improvement Plan for the Earle Brown Heritage Center (EBHC) has changed significantly since the last review in 2011. The major changes in the plan are detailed as follows: • LED Lighting in Garden City Ballroom— '13 —Mandates are coming on the federal level that are eliminating incandescent lighting and we have received client complaints about poor lighting in that room • Replace 2 Steam Jacket Kettles— '13 —Request from catering • Generator— '13 —Back-up system for our dewatering pumps since the lower level flooded in 2011 • Sealcoat Main Lot- '13 —Was slated for 2021 but severe cracks are already forming • MUA (Make up air)Unit—'14—The metal is deteriorating rapidly. It is extremely energy inefficient • Farmhouse Remodel— '14-Due to the inability to rent the space, we considered changing the layout • LED Lighting in Carriage Hall- 'l 5 —Again, federal mandates to utilize more energy efficient lighting • Air Handling Units 5 and 6 15—They are Variable Speed Drives but they are too small to efficiently move air so they are either 100%or"off' • Courtyard landscape— '16—Shrubs are reaching their lifespan and we are looking at alternative attractions for clients (patios, walk-ways, etc.) • 10 Wireless Access Points and controller— '16—Was not carried through to consecutive years (installed in '09, with 5 year useful life) • LED lighting in Harvest— '16—Replacement of incandescent lights • Carriage Hall Roof Top Units 1-4— '16—These units were not designed to be on the roof and have deteriorated quickly and are inefficient • Pre-function Tile or carpet for Carriage Hall— '16—Tile is deteriorating. Maybe replace with carpet • Replace staging— '17—Was not added for consecutive years Items on recent CIP for 2018 and later that are not on last years are continuations of the replacement years. Mission:Ensuring an attractive,clean,safe,inclusive community that enhances the quality of life for all people and preserves the public trust EARLE BROWN HERITAGE CENTER 2012-2035 CAPITAL IMPROVEMENT PLAN (revised June 11, 2012) Estimated Acquisition or Subtotals Acquisition Acquisition Useful Replacement Estimated and Capital Item Year Cost Life Year Cost Totals Phone`System 199'8 $ 2,00000 =10 May-09 !$40"000.00. Replace Chiller 1,989 . 20 2010 $160;000.00 Re lace 2 Boilers(Convention Center) 1989 10 2010 $15;000.00 Replace Harvest/Blacksmith Roof 1990 20 2010 $20,000.00' Replace Stable Roof 1990 20 2010. $28,000.00 $263,000.00 Replace Combi Oven 15"1 114,165:00 1. 12. 2011 $40,000.001 . Link- New -50 2011 $60,000.00 Tack/Morgan/Hall an/Hall Carpet 2604 $15,000;00 8 2011 $15;00"0.00 $115,000:00 This was scheddled for 2092. Due to-flood in 2019 insurance covered expense of$27,263.00 Facility Securit System Server. New 8 2012 $50,000.00 Carriage Hall Carpet 2005 :$50,000.00 7. 2012 $80;000.00 10 WAP &Wireless Controller New 5 20.1.2 CH Wall Panels 1989 $72,000.00, 2012 $99;000.00, Elec. Reader Boards for Inside/Outs'ide, New 10 2Q12 . " $95;Q00.00 Multifunction Copier Main Office New - 7 2012 $18,000 00 2012 GC/Harvest PrefunctionlLink Carpet 00_; 2006 $15;000. 7 $60,000 00 $418,400 00 ry 0 iTiree,Y ar Sabtgfa/ _ sz Jr6400 0 _ ., 0 Fire Panel Carriage Hall/Stable 1989 2013 $56,000.00 LED Lighting Garden City 2013 $41,000.00 Replace 2 Steam Jacket Kettles 1989 20 2013 $24,500.00 Generator 2013 $80,000.00 Dewatering Well 1 2013 $25,000.00 Replace Garden City Carpet 2006 $30,000.00 7 2013 $35,000.00 Replace Harvest Carpet 2006 $20,000.00 7 2013 $35,000.00 Sealcoat Main Lot 16 2013 $15,000.00 $311,500.00 10 Make Up Air Unit Banquet and Kitchen 2014 $15,000.00 Replace 2 Double Stacked Ovens 1989 20 2014 $23,000.00 Replace Inn Roofs 1989 20 2014 $50,000.00 Farmhouse Remodel 2014 $100,000.00 Captain's/Estate/Loft Carpet 2007 $18,000.00 7 1 20141 $25,000.00 ,$213,000.00 Carriage Hall Window Replacement 1989 2015 $70,000.00 LED Lighting Carriage Hall 1989 2015 $150,000.00 Replace 2 Boilers (Inn) 1989 15 2015 $24,000.00 Air Handling Unit#5 and#6 2015 $73,000.00 Parking Lot Mill and Overlay(East lots) 1999 16 2015 $70,000.00 $387,000.00 Three Year�Subirota�� ' r, - _ �,�,. EARLE BROWN HERITAGE CENTER 2012-2035 CAPITAL IMPROVEMENT PLAN (revised June 11, 2012) Estimated Acquisition or Subtotals Acquisition Acquisition Useful Replacement Estimated and Capital Item Year Cost Life Year Cost Totals Courtyard Landscape 1989 2016 $70,000.00 10 WAP and Wireless Controller 5 2016 $16,400.00 LED Lighting Harvest 1999 2016 $41,000.00 Carriage Hall RTU#!,#2, #3,#4 2016 $90,000.00 Prefuntion Tile or Carpet Carriage Hall 6 2016 $92,000.00 $309,400.00 [—Replace Staging 19901 $19,925.001 3 1 20171 $45,000.00 Carriage Hall Carpet 1 20111 $50,000.00 6 20171 $50,000.001 $95,000.00 0 Inn Carpet at Earle Brown House 1989 10 2018 $30,000.00 Energy Management System (HVAC) 1999 $15,500.00 10 2018 $49,300.00 Tack/Morgan/Hall Carpet, 2011 $27,000.00 7 2018 $32,000.00 $111,300.00 i Three Year Subota/ `� $5'f3, 0 00 Hippodrome Roof(EDPM) 1990 $91,575.00 20 2019 $100,000.00 Phone System 1998 $32,000.00 10 2019 $40,000.00 Carriage Hall Carpet 2005 $50,000.00 7 2019 $80,000.00 Link and Garden City Carpet 7 2019 $60,000.00 Tack/Morgan/Hall Carpet 2004 $15,000.00 8 2019 $15,000.00 Multifunction Copier Main Office 20121 $15,000.00 7 1 2019 $20,000.00 GC/Harvest Prefunction/Link Carpet 20121 1 7 1 2019 $60,000.00 $375,000.00 i Replace 2 Boilers Convention Center 2010 10 2020 $15,000.00 Replace Staging 1990 3 2020 $45,000.00 Facility Security System Server 8 2020 $50,000.00 Main Kitchen Dishwasher 2005 $75,000.00 15 2020 $75,000.00 Replace Harvest Divider Walls 1999 15 2020 $20,000.00 Replace Harvest/Garden City Carpet 20131 $40,000.00 7 2020 $50,000.00 Man Lift-Small 1 20051 $15,000.00 15 2020 $20,000.00 $275,000.00 O Captains/Estate/Loft Carpet 2007 $18,000.00 7 2021 $25,000.00 Parking lot Mill and Overlay 2005 $70,000.00 16 2021 $70,000.00 Replace Admin Office Carpet 2006 $18,000.00 16 2021 $23,000.00 $118,000.00 • Three Year Subtofal." Elec. Reader Boards for Inside/Outside 1 10 1 2022 $95,000.00 Prefunction Tile or Carpet Carriage Hall 1 6 1 2022 $92,000.00 Replace One Boiler 2007 $15,000.001 15 1 2022 $15,000.001 $202,000.00 0 Main Large Marquee and Electronics 1989 15 2023 $30,000.00 Replace Combi Oven 1990 $14,165.00 12 2023 $40,000.00 Carriage Hal! Carpet 2011 $50,000.00 6 2023 $50,000.00 Replace Compactor 1990 $11,375.00 15 2023 $17,775.00 Sealcoat both East Parking Lots 2015 $15,000.00 16 2023 $15,000.00 $152,775.00 • Replace S. Carriage Hall DoorNVindows I i9891 1 15 1 20241 $45,000.001 $45,000.00 Three Year Subtotal $39�J, 7a�O.Or W3 EARLE BROWN HERITAGE CENTER 2012-2035 CAPITAL IMPROVEMENT PLAN (revised June 11, 2012) Estimated Acquisition or Subtotals Acquisition Acquisition Useful Replacement Estimated and Capital Item Year Cost Life Year Cost Totals Tack/Morgan/Hall Car et 2018 $30,000.00 7 2025 $32,000.00 $32,000.00 • Multifunction Copier Main Office 1 20191 $15,000.00 7 20261 $20,000.00 Replace Harvest/GC/Link Carpet 1 20191 $30,000.001 7 1 20261 $30,000.00 1 $50,000.00 • Replace Harvest/GC Carpet 2020 $40,000.00 7 2027 $50,000 00 $50,000.00 • __- � Three Year Subtotal Rotunda Roof&CH Metal Work 1989 20 2028 $91,000.00 Inn Carpet 2018 10 2028 $30,000.00 HVAC EMS 2018 $15,500.00 10 2028 $49,300.00 Captain's/Estate/Loft Carpet 2021 $18,000.00 7 2028 $30,000.00 $200,300.00 • Sealcoat Main Lot 16 2029 $15,000.00 Phone System 2019 $32,000.00 10 2029 $40,000.00 Carriage Hall Carpet 2023 $50,000.00 6 2029 $50,000.00 $105,000.00 • Replace Stable Roof 1990 20 2030 $28,000.00 Replace 2 Convention Center Boilers 2020 10 2030 $15,000.00 Replace Harvest Blacksmith Roof 1990 20 2030 $20,000.00 Replace Chiller 1989 20 2030 $160,000.00 $223,000.00 • Three YIP l .. . i �. - . . Parking Lot Mill and Overlay East Lots) 1 19991 1 16 1 20311 $70,000.00 Hippodrome Roof(EDPM) 1 19901 $91,575.00 17 1 .20311 $100,000.00 $170,000.00 • Carria a Hall Wall Panels 1 19891 $72,000.00 20 1 20321 $99,000.00 Tack/Morgan/Hall Carpet 20251 $30,000.001 7 1 20321 $30,000.001 $129,000.00 • Multifunction Copier 2026 $15,000.00 7 2033 $20,000.00 Replace 2 Steam Jacket Kettels 1989 20 2033 $30,000.00 Replace GC/Harvest/Link Carpet 2026 $30,000.00 7 2033 $30,000.00 Replace One Boiler 2018 $10,000.00 15 2033 $15,000.00 $95,000.00 • - .�:...� v:'+..�-...-t9VK#Yr --ax+,. s'•�'o..kt.rats ,mss—._g-�......_1X+ -4.= ,-t_..Y Zti3�axn.^r'73i .Ah'. a_.:,-. f: �•, Replace Inn Roofs 19891 1 20 1 20341 $50,000.001 i Replace D Barn Roof 20091 $24,000.00 20 1 20341 $24,000.00' Harvest/Garden City Carpet 20271 $40,000.001 7 1 20341 $40,000.00 $114,000.00 A Main Kitchen Dishwasher 2005 $75,000.00 15 2035 $75,000.00 Man Lift-Small 2005 $15,000.00 15 2035 $20,000.00 Replace Harvest Divider Walls 199 15 2035 $20,000.00 Replace 2 Boilers (Inn) 1989 20 2035 $24,000.00 Replace Carriage Hall Carpet 2029 $50,000.00 6 2035 $50,000.00 Captain's/Estate/Loft carpet 2028 $30,000.00 7 2035 $30,000.00 $219,000.00 • ;.. .: ,. .. x .. v....r,_. .,.._ .:.-_ ..,.._......:.....:........��/ .... .. .,-C ......... _.,,......_ ...,..........,..,.,_....!,....,emu.._......Ix -, ___ ........... ...___.................e..................r...._...._rn.—r..._..............s.,.......va__,_,.................._...... ..,..«....i...v.+.—_v......__.._.c�v- ._..n.r..r......,...__.._ .-v.v........r....a,,:_......_......._..._. .�. x:...r.:. .................................................__....:.........__......._.._....._.:..:.. .:_..:...._....:..::.:.::-:-._....:-:..._...__....._�....._...._.____.._.._._.:_ _ _ _ __ ____ __ _ _ __ _____:==T'�V'^'u=ri=_f!::v9i".':ei?.T:.rii:_•ii:.-v?s!Si!'F.:iu�d[3:iic!:!IY'ci�.i:S-::=vi'v'a L tip�i .._...r..................__...................,.......,..,......,....e., v.. .,. ...._. ... :,...._ ..._xv............_..._..._...._....v.._.,_.....dN.r�.v.v.v:._n.x.J..L Oki v...._..x_ >3 _.....L.r_._I__..._..._.... ._......__......... .....+..__....__..._,..._....__..r..__.v_.__._:,.v.._._._...v___.x.._.._..___x.....:a_c..r......_...4._,..._..v..r._.__..,.v_..r...__n_�..s x._ ,. ..xv v_r ��_v_... .v.....,.....v___._........._lv._._........r_4_..,_...a.v,_-._....._ .._:.._..v.v...v.v..�.._.a_.,__x�._,._.-�__x.._n_v.v.....v_.v_._,v_..!_... v. .0«l�.ua u��«u!:...:...u ..__vv.-x_L::n.•.•___v.._._. .�v, ...._ _ ............................_...._........ .......... .........._....._. ...,................._...v....v...u._..._..._. ........... ............v—!.F ._ ..� City of Brooklyn Center EBHC Capital Projects Fund Cash Flows Analysis Actual Actual Actual Budget Projected Projected Projected Projected Projected Projected 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 Revenues Transfer from EBHC Operation: $ 300,000 $ - $ 200,000 $ 200,000 $ 250,000 $ 250,000 $ 250,000 $ 250,000 $ 250,000 $ 250,000 Capital Contribution from Flik $ - $ 100,000 $ - $ - $ - $ - $ - $ - $ - $ - Other Capital Contributions $ - $ - $ 686,079 $ - $ - $ - $ - $ - $ - $ Misc. Operating $ - $ - $ 49,565 $ - $ - $ - $ - $ - $ - $ - Misc. Non-operating $ 113,789 $ 21,037 $ 2,825 $ 2,617 $ 1,646 $ 1,166 $ 1,079 $ 295 $ (181) $ 198 Total Revenues $ 413,789 $ 121,037 $ 938,469 $ 202,617 $ 251,646 $ 251,166 $ 251,079 $ 250,295 $ 249,819 $ 250,198 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Supplies $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Services $ 72,629 $ 59,735 $ 67,821 $ - $ 60,000 $ 60,000 $ 60,000 $ 60,000 $ 60,000 $ 60,000 Depreciation $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Debt Service $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Expenditures $ 72,629 $ 59,735 $ 67,821 $ - $ 60,000 $ 60,000 $ 60,000 $ 60,000 $ 60,000 $ 60,000 Capital Outlay $ 113,516 $ 110,168 $ 868,672 $ 418,400 $ 311,500 $ 213,000 $ 387,000 $ 309,400 $ 95,000 $ 111,300 Total Cash Requirement $ 186,145 $ 169,903 $ 936,493 $ 418,400 $ 371,500 $ 273,000 $ 447,000 $ 369,400 $ 155,000 $ 171,300 Beginning Cash Balance $ 466,299 $ 640,479 $ 587,728 $ 627,238 $ 411,455 $ 291,601 $ 269,767 $ 73,846 $ (45,258) $ 49,561 Changes in Assets/Liabilities $ (53,464) $ (3,885) $ 37,534 $ - $ - $ - $ - $ - $ - $ - Revenues $ 413,789 $ 121,037 $ 938,469 $ 202,617 $ 251,646 $ 251,166 $ 251,079 $ 250,295 $ 249,819 $ 250,198 Expenditures $ (186,145) $ (169,903) $ (936,493) $ (418,400) $ (371,500) $ (273,000) $ (447,000) $ (369,400) $ (155,000) $ (171,300) Depreciation Add-Back $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Ending Cash Balance $ 640,479 $ 587,728 $ 627,238 $ 411,455 $ 291,601 $ 269,767 $ 73,846 $ (45,258) $ 49,561 $ 128,459 Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation. U) Capital Maintenance Building Plan,2013-2014 CIP overview Revised June 29,2012 2013-2014 CBMP Improvement Overview The following outlines several key components and groupings of planned capital building maintenance improvement projects,their relationship to the Retired Engineers Technical Assistance Program (RETAP) Energy Assessment,the Capital Building Maintenance Plan(CMBP)and the Capital Improvement Budget (CIP).The analysis and potential Annual Energy Savings costs are estimated by RETAP based on Department of Energy benchmarks for buildings with similar use,as compared to actual data for building structure,equipment and utility billing rates. Further energy savings considerations and evaluations are currently being performed. Improvement Cost Annual Energy Savings (RETAP study estimates) 1. Community Center West Wall Replacement replace west wall with Block Wainscot and $133,400 $2,676 Synthetic Plaster system (2011 CMBP) replace pool level doors(2011 CMBP) $92,650 $23,040 replace second level ribbon windows(2011 $133,125 $18,637 CMBP) replace interior exercise area windows $58,600 $5,049 (identified in RETAP assessment) Subtotal $417,775 30%Administration and Contingency $125,332 Subtotal $543,107 $49,402 2. Community Center Roof and HVAC Replacement replace pool area HVAC system (eliminates $178,759 $8,300 center and south roof penthouses and associated repairs deferred from 2008 CMPB) replace AC units 1&2 with single roof unit $145,000 incl above (2012 CMBP),eliminates north roof penthouse and air compressor for pneumatic controls scheduled in the 2011 replacement replace roofing system with 60 mil TPO Fully-. $420,720 $2,700 Adhered,color white—"green"technology (2013 CMBP) Subtotal $744,479 30%Administration and Contingency $223,344 Subtotal $967,823 $11,000 3. City Hall Window Replacement(not in current CMBP) replace ribbon windows(identified in RETAP $93,900 $6,700 assessment) 30%Administration and Contingency $ 28,170 Subtotal $122,070 $6,700 Total Improvement(1,2 and 3) Cost Annual Energy Savings Total $1,633,000 $67,102 G:\Municipal Buildings\CMBP Projects by Year\2013 CMBP\120629_2013-14 CBMP Improvement Overview.docx y Capital Maintenance Building Plan,2013-2014 CIP overview Revised June 29,2012 2014 CMBP—CIP Improvements Year Location Improvement Cost 2014 City Hall/Community Sidewalk,curb and gutter and parking lot repairs 73,600 Center Campus Subtotal $73,600 25%Admin/Contingency $18,400 Total $92,000 G:\Municipal Buildings\CMBP Projects by Year\2013 CMBP\120629_2013-14 CBMP Improvement Overview.docx City of Brooklyn Center CMBP Funding Alternatives for Community Center Work Summer 2012 Proposal Source Amount Available Annual Tax Notes G.O. Referendum Bond $ 1,633,000.00 $ 215,000.00 Bond Issue$1,800,000 @ 3.00%for 10 years Portion of Assessment Bond Proceeds $ 1,633,000.00 $ 215,000.00 Bond Issue$ 1,800,000 @ 3.00%for 10 years General Fund Reserves up to $1,200,000.00 using 50%General Fund fnud balance policy requirement Liquor Fund up to$800,000.00 $800,000.00 base reserve for fund cash,use of $ 100,000.00 for Capital Improvement Fund Guaranteed Savings Contract unknown Third Party Company finances the improvements and guarantees that energy savings will fund the improvements. $ 1,633,000/$67,102 energy savings = 24.33 year payback