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2011 08-15 CCP Joint Work Session with Financial Commission
AGENDA CITY COUNCIL/FINANCIAL COMMISSION JOINT WORK SESSION August 15, 2011 6:30 P.M. Council Chambers City Hall 1. Call to Order 2. Capital Improvement Plan and Capital Funds a. Capital Improvement Plan 2012 -2026 - Steve Lillehaug i. Long Term Plan Overview ii. 2012 Program iii. Funding Issues iv. Principal Policy Issues 1. Is there consensus on the 2012 program? 2. Is there a desire to modify the funding sources? b. Capital Improvement Fund- Dan Jordet/Steve Lillehaug i. Fund Overview ii. 2012 Program iii. Funding Issues iv. Principal Policy Issues 1. Is there consensus on the 2012 program? 2. Is there consensus on the funding strategy? c. Municipal State Aid (MSA) Fund- Dan Jordet i. Fund Overview ii. Funding Issues d. Street Reconstruction Fund- Dan Jordet i. Fund Overview ii. Funding Issues iii. 2012 Program iv. Principal Policy Issues 1. Is there consensus on the 2012 program? 2. Is there consensus on the funding strategy e. Infrastructure Construction Fund- Dan Jordet i. Fund Overview f. Technology Fund — Dan Jordet i. Fund Overview ii. 2012 Program iii. Funding Issues iv. Principal Policy Issues 1. Is there consensus on the funding strategy? 3. Next Steps 4. Adjournment COUNCIL - FINACIAL COMMISSION MEMORANDUM DATE: August 11, 2011 TO: City Council and Financial Commission FROM: Curt Boganey, City Mana 3� SUBJECT: Budget Worksession Recommendation: It is recommended that the City Council and Commission receive the budget information from staff and provide direction on policy issues described in the Agenda. Background: This is the second budget worksession. The topic of discussion will be the Capital Improvement Plan and the Capital Funds. The CIP is a fifteen year forecast and plan for the acquisition and replacement of major capital assets of the City. It covers all major fixed assets of the city i.e. as buildings, streets, and other infrastructure of the City. We have elected to review these needs early in the review process because we believe that the replacement and investment in infrastructure should never be an afterthought which only gets funded after operating,expenses have been provided for. On Monday staff will review the overall plan and the component funds that provide the resources necessary. Since last year several changes have been made to the CIP. Each of these proposed changes will be explained. You should note that significant financial issues will need to be addressed this year particularly in Street Reconstruction Fund, Information Technology Fund, the Capital Projects Fund and the Building Maintenance Program. We will be seeking your input regarding our proposed course of action to address these issues. Council Goals: Strategic: 1. We will ensure a safe and secure community 2. We will proceed aggressively with implementation of City's redevelopment plans 3. We will stabilize and improve residential neighborhoods 4. We will positively embrace the community demographic makeup and increasing ethnic diversity 5. We will continue to maintain and upgrade City infrastructure improvements 6. We will encourage citywide environmental sustainability efforts Ongoing: 1. We will provide streamlined, cost effective, quality services with limited resources 2. We will ensure the financial stability of the City 3. We will move toward maintaining or lowering the level of City property taxes 4. We will ensure the city influence at the legislature 5. We will improve the image of the City with citizens and those outside of the City's borders 6. We will ensure the City drinking water is high quality and that the storm water is properly managed Mission: Ensunh q an attractive, clean, safe connnunitp that enhances the quality of life crud preserves the public trust City of Brookfyn Center 2012 CAPITAL IMPROVEMENT 'PROGRAM' PROFILE The 2012 Capital Improvement Program (CIP) is a planning document that presents a fifteen -year overview of scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a long -term financing plan that allows the City to allocate funds for these projects based on assigned priorities. The fifteen -year horizon of the CIP provides the City with an opportunity to evaluate project priorities annually and to adjust the timing, scope and cost of projects as new information becomes available. The information contained in this plan represents an estimate of improvement costs based on present knowledge and expected conditions. Changes in community priorities, infrastructure condition and inflation rates require that adjustments be made on a routine basis. A capital improvement is defined as a major non - recurring expenditure related to the City's physical facilities and grounds. The 2012 -2026 CIP makes a concerted effort to distinguish between major maintenance projects contained in the City's operating budgets and capital improvement projects financed through the City's capital' funds and proprietary funds. Typical expenditures include the cost to construct roads, utilities, parks, or municipal structures. The CIP is predicated on the goals and policies established by the City Council, including the general development, redevelopment, and maintenance policies that are part of the City's Comprehensive Plan. A primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent with funding opportunities and in coordination with other improvement projects: CIP Project Types The Capital Improvement Program proposes capital expenditures totaling just under $121 million over the next 15 years for basic improvements to the City's streets, parks, public utilities, and municipal buildings. A brief description of the four functional areas is provided below. Public Utilities The City operates four utility systems, all of which have projects included in the CIP water, sanitary sewer, storm drainage, and 'street lighting. A vast majority of the public utility improvements are constructed in conjunction with street reconstruction projects. The remaining portion of public utilities projects include improvements to water supply wells, water towers, lift stations, force mains and storm water treatment system. Street Improvements Street improvements include reconstruction or resurfacing of neighborhood (local), arterial and collector streets. Proposed improvements include the installation or reconstruction of curb and gutter along public roadways. As noted earlier, street improvements are often accompanied by replacement of public utilities. Park Improvements Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting and other facilities that enhance general park appearance and increase park usage by providing recreational facilities that meet community needs. CIP (2012 - 2026) [DRAFT — 8/10/11 revision] Page 11 Capital Building Maintenance Improvements Capital building maintenance improvements include short and long term building and facility improvements identified in the 18 -year Capital Building Maintenance Program approved in 2007. CIP Funding Sources Capital expenditures by funding source for the fifteen -year period are shown in Table 1 and Figure 1. Major funding sources are described below. Public utility Funds Customers are billed for services provided by the City's water, sanitary sewer, storm sewer, and street lighting public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates the needs of each public utility system and establishes rates for each system to meet those needs. Capital Improvements Fund This fund is comprised of transfers from the General Fund, repayment of debt from the Golf Course operating fund, and transfers from liquor operations. Typically the City Council has directed these funds towards municipal facilities such as parks, trails, public buildings and other general purpose needs. Special Assessment Collections Properties benefiting from street and storm sewer improvements are assessed a portion of the project costs in accordance with the City's Special Assessment Policy. Every year the City Council establishes special assessment rates for projects occurring the following year. Rates are typically adjusted annually to maintain the relative proportion of special assessments to other funding sources. Street Reconstruction Fund The Street Reconstruction Fund provides for the cost of local street improvements along roadways that are not designated as municipal state aid routes. The revenue for this fund is generated from franchise fees charged for the use of public right -of -way by natural gas and electric utility companies. The City's ability to provide adequate revenue for the Street Reconstruction Fund is currently one of the main limiting factors in determining the rate at which future street and utility improvements can be accomplished. Municipal State Aid (MSA) Fund State- shared gas taxes provide funding for street improvements and related costs for those roadways identified as MSA streets. The City has 21 miles of roadway identified as MSA streets and is therefore eligible to receive funding based on this designation. The annual amount available is approximately $830,000 and provides for maintenance and construction activities within the City's MSA street system. Funds to be Determined A dedicated funding source for portions of the Capital Building Maintenance Improvements is yet to be determined. The Liquor Store Enterprise fund was used in 2008 and 2009. In 2010,'accumulated unspent funds in the General fund in excess of the amounts required by cash flow needs' were used. Other funding sources in this category include grants, park district funding, watershed funding, and county funding as determined on a project by project basis. CIP (2012 — 2026) [DRAFT — 8/10/11 revision] Page j 2 TABLE 1.2012 -2026 Capital Improvement Program - Summary by Funding Source Total Funding Average Annual Percent of Need 2012 -2026 Fundin Need Total Need Water Utility $18,650,000 $1,243,000 15% Sanitary Sewer Utility $14,330,000 $955,000 12% Storm Drainage Utility $12,866,000 $858,000 11% Street Lighting Utility $1,770,000 $118,000 1% Municipal State Aid $8,503,000 $567,000 7% Street Reconstruction Fund $15,172,000 $1,011,000 13% Capital Projects Fund $2,748,000 $183,000 2% Special Assessment Collections $19,444,000 $1,296,000 16% Other Funding Sources $803,000 $54,000 1% Funds To Be Determined $26,414,000 $1,761,000 22% TOTAL 1 $120,700,000 $8,047,000 100% FIGURE 1. 2012 -2026 Capital Improvement Program — Overview of Project and Funding Sources. 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N -- 35 �IS - IN; Ce 11 1■Iw 9 s w3 � a l_ .. y p �'3 ■ E CC --In* Co . ■� u iii 307 CL3 .A = n 1 _ ■ � ■ .JIII■.ID� r. � �_�• � � � nlll Y WIIIIIUY w'� - ,� ■I C N AN ES IN/ry�� _ � w ►rIA � � :' ' �►""�I - iii ■YYr �•' f� n 1 114 _ am I pnmluu. l.T. — -■SI �. ate• ° = = - ° r WI a -IIlr t�lll.5 l .�r�•.�u �. w4al OUR R � � �1=1e� � L■1:13 E- N I ME Iry nn mllw■ a� � 1 ��: � �' ll a m 19 19 *rLl 1��1'rtill� 1 1 - Table 2 Capital Improvement Program (2012 - 2026) DRAFT August 10, 2011 Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost 2012 Evergreen Park Fence & Court Reconstruction $0 $0 $0 $0 $0 $0 $0 $80,000 $0 $D $80,000 Evergreen Athletic Field Lighting Replacement $0 $0 $0 $0 $0 $0 $0 $110,000 $0 $0 $110,000 Storm Water Ponds Rehab 18 -001 46-001, 12 -002, 12 003, 12 -005) $0 $0 $472,000 $0 $0 $ 0 $0 $0 $0 $472,000 Capital Maintenance Building Program 2012 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,634,000 $1,634,00 Connections Shingle Creek Restoration Project $0 $0 $0 $88,000 $0 $0 $0 $0 $263,000 B $351,000 18" Trunk San Sewer Replacement - Shingle Crk Crossing $0 $0 $0 $50,000 $0 $0 $0 $0 $50,000 Freeway Blvd/Shingle Crk Pkwy Intersection Improvements $0 $0 $0 $0 $0 $0 $0 $0 $75,000 $75,000 Centennial Park Youth Soccer Field $0 $0 $0 $0 $0 $0 $0 $50,000 $120,000 A $170,000 Orchard Lane Park Shelter and Improvements $0 $0 $0 $0 $0 $0 $0 $75,000 $0 $0 $75,000 Earl Brown/Opportunity Area Street Light Replacement - Rdwy $0 $0 $o $0 $6 $232,000 $0 $0 I I $0 1 $232,00 2012 Subtotal $0 $0 $0 $560,000 $50,000 $0 $232,000 $315,000 $383,000. $1,709,000 $3,249,000 Notes: (A) Anticiapted Hennepin County Youth Sports Program Grant submittal ($119,500) (B) Joint funding share from Brooklyn Park, Shingle Creek Watershed Commission and Clean Water Act Grant. 2013 Baseball Backstop Replacements $0 $0 $0 $0 $0 $0 $0 $27,000 $0 $0 $27,000 Replace Traffic Signals at 66th Ave & Hwy 252 $0 $0 $195,000 $0 $0 $0 $0 $0 $0 $0 $195,000 Capital Maintenance Building Program 2013 $0 $0 $0 $0 $0 $0 $0 $0 $0 $91,000 $91,000 Humboldt Ave N 53rd to 57th Reconstruction $310,000 $0 $82,000 $28,000 $225,000 $205,000 $24,000 $0 $420,000 C $0 $1,294,00 France Avenue Mill & Overlay north of 59th $0 $0 $250,000 $0 $0 $0 $0 $0 1 $0 $0 $250,000 Kylawn Park Neighborhood Reconstruction $1,540,000 $1,025,000 $720.000 $1,061,000 $1,390,000 $1,690,000 $120,000 $0 $0 $0 $7,546,00 Hwy 100 Bridge at CR 10 /CR 57 (10 -ft trail) $40,000 $40,00 2013 Subtotal $1,850,000 $1,025,000 $1,247,000 $1,089,000 $1,615,000 $1,895,000 $144,000 $27,000 $420,000 $131,000 $9,443,000 Notes: (C) Anticiapted Hennepin County funding share. 2014 Centennial Park Tennis Courts Resurfacing $0 $0 $0 $0 $0 $0 $0 , $80,000 $0 $0 $80,00D Capital Maintenance Building Program 2014 $0 $0 $0 $0 $62,000 $96,000 $0 $0 $0 $92,000 $250,00 Storm Water Pond 60 -001 Rehab $0 $0 $0 $22,000 $0 $0 $0 $0 $0 $0 $22,000 Storm Water Pond 50 -001 Rehab $0 $0 $0 $90,000 $0 $0 $0 $0 $0 $0 $90,000 Willow Lane Park Trail Reconstruction $0 $0 $0 $0 $0 $0 $0 $52,000 $0 $0 $52,000 51stAvenue (at Brooklyn Blvd $83,000 $60,000 $77,000 $30,000 $35,000 $35,000 $6,000 $0 $0 $326,000 SE Neighborhood Mill & Overlay $0 $310,000 $200,000 $0 $0 $0 $0 $0 $0 $0 $510,000 Wangstad Park Neighborhood Reconstruction $1,347,000 $1,394,000 $0 $1,069,000 $10,0 ,2200 $1,480,000 $126,000 $0 $0 $0 $6,636,00 2014 Subtotal $1,430,000 $1,764,000 $277,000 $1,211,00D $1,317,000 $1,611,000 $132,000 $132,000 $0 $92,D00 $7,966,000 2015 Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $0 $40,000 $0 $0 $40,000 Freeway Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $35,000 $0 $0 $35,000 Capital Maintenance Building Program 2015 $0 $0 $0 $0 $4,000 $139,000 $0 $0 $0 $337,000 $4BO,000 Lions Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $65,000 $0 $0 $65,000 63rd Avenue North Reconstruction $487,000 $0 $1,921,000 $157,000 $475,000 $290,000 $108,000 $0 $0 $0 $3,438,00 Freewa Blvd Full De th Reclamation West of Xerxes $68,000 $50,000 $0 $0 $0 $0 $0 $0 $0 $0 $118,000 Freeway Park Neighborhood Reconstruction $1,023,000 $1,363,000 $0 $701,000 $940,000 $1,310,000 $120,000 $0 $0 $0 $5,457,00 2015 Subtotal $1,578,OD0 $1,413,000 $1,921,000 $858,000 $1,419,000 $1,739,000 $228,000 $140,000 $0 $337,000 $9,633,00D G :\Administration \Budget\2012 \CIP 2012 \110810_2012 DRAFT CIP Table 2.xls Table 2 Capital Improvement Program (2012 -2026) DRAFT August 10, 2011 Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost 2016 Evergreen Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $60,000 $0 $0 $60,000 Brooklyn Blvd City Entrance Signs $0 $0 $0 $0 $0 $0 $0 $15,000 $0 $0 $15,000 Capital Maintenance Building Program 2016 $D $0 $0 $0 $125,000 $20,000 $0 $0 $0 $155,000 $300,000 Storm Water Pond 12 -004 Rehab $0 $0 $0 $87,000 $0 $0 $0 $0 $0 $0 $87,000 9th Ave Greenway 8 Cahlander Park Fence Rehab $0 $0 $0 $0 $0 $0 $0 $65,000 $0 $0 $65,000 Emer Generator Replacement for Lift Station No. 2 $0 $0 $0 $0 $85,000 $0 $D $0 $0 $0 $85,000 Water Tower No. 3 Painting $0 $0 $0 $0 $0 $1,105,000 $0 $0 $0 $0 $1,105,00 Freeway Blvd Improvements (east of Xerxes Avenue) $616,000 $0 $264,000 $0 $D $0 $48,000 $0 $0 $0 $928,000 Brooklyn Boulevard Corridor Recon/Complete Street Imp, $0 $0 $0 $0 $0 $0 $D $0 $20,000,000 $20,000,00 North ort Park Building Replacement $0 $0 $0 $0 $0 $0 SO $400,000 $0 $0 $400,000 Palmer Lake West Neighborhood Reconstruction $1,107,000 $1,099,000 $0 $944,000 $970,000 $1,180,000 $120,000 $0 $0 $0 $5,420,00 2016 Subtotal $1,723,000 $1,099,000 $264,000 $1,031,000 $1,180,000 $2,305,000 $168,000 $540,000 $0 $20,155,000 $28,465,000 2017 West River Rd Trail Re lacement $0 $0 $0 $0 $0 $0 $0 $130,000 $0 $0 $130,000 Water Tower No. 2 - Painting $0 $0 $0 $0 $0 $1,000,000 $0 $0 $0 $0 $1,000,00 Lift Station No. 9 Force Main Replacement $0 $0 $0 $0 $415,000 $0 $0 $0 $0 $0 $415,000 Ca ital Maintenance Buildin Pro ram 2017 $0 $0 $0 $0 $0 $25,000 $0 $0 $0 $294,000 $319,000 69th Ave Mill and Overly Shin le Crk Pk to Du ont $156,000 $0 $520,000 $0 $0 $0 $D $0 $0 $0 $676,000 Evergreen Park Neighborhood Reconstruction $1,421,000 $1,377,000 $700,000 $1,092,000 $1,420,000 $1,860,000 $120,000 $0 $0 $0 $7,990,00 Earl BrowNO ortuni Area Street Light Replacement - node: $0 $0 $0 $D $0 $123,000 $0 i $0 $0 $123.00 2017 Subtotal $1,577,000 $1,377,000 $1,220,000 $1,092,000 $1,835,000 $2,885,000 $243,000 $130,000 $D $294,000 $10,653,000 2018 Centennial Park East Trail Re lacement $0 $0 $0 $0 $0 $0 $0 $98,000 $0 $D $98,000 Water TowerNO.1 Painting $0 $0 $0 $0 $0 $550,000 $o $0 $D $0 $550,ODo Capital Maintenance Building Program 2018 $0 $D $0 $o $23,000 $54,000 $D $0 $0 $438,000 $515,000 Firehouse Park Neighborhood Reconstruction $1,903,000 $1,447,000 $405,000 $2,116,000 $1,800,000 $1,305,000 $120,000 $0 $0 $0 $9,096,00 2018 Subtotal $1,903,000 $1,447,000 $405,000 $2,116,000 $1,823,000 $1,909,000 $120,000 $98,000 $0 $438,000 $10,259,000 2019 Park Pla round E uip Re lacement $D $0 $0 $0 $0 $0 $0 $203,000 $0 $0 $203,000 Capital Maintenance Building Program 2019 $D $D $0 $0 $3,000 $13,000 $0 $0 $0 $541,000 $557,000 Interstate Neighborhood Reconstruction $1,120,000 $1,025,000 $0 $1,670,000 $1,090,000 $1,020,D00 $48,000 $0 $0 $D $5,973,00 2019 Subtotal $1,120,000 $1,025,000 $0 $1,670,000 $1,093,000 $1,033,000 $48,000 $203,000 $0 $541,000 $6,733,000 2020 Park Playground E ui Re lacement $0 $0 $0 $0 $0 $0 $0 $207,000 $0 $0 $207,000 Capital Maintenance Building Pro ram 2020 $0 $0 $0 $0 $7,000 $46,000 $0 $0 $0 $936,000 $991,000 Logan /Lilac/59thAvenue Reconstruction $450,000 $0 $1,075,000 $0 $46,000 $150,000 $20,000 $0 $0 $0 $1,741,00 Grandview Park Neighborhood Reconstruction $2,070,000 $950,000 $305,000 $1,465,000 $1,175,000 $1,100,000 $84,000 $0 $0 $D $7,149,00 2020 Subtotal $2,520,000 $950,000 $1,380,000 $1,465,000 $1,228,000 $1,298,000 $104,000 $207,000 $0 $936,000 $10,088,000 2021 Park Playground E ui Re lacement $0 $0 $0 $0 $0 $0 $0 $211,000 $0 $0 $211,00 Capital Maintenance Building Program 2021 $0 $0 $0 $0 $4,000 $0 $0 $D $0 $108,000 $112,000 Ryan Lake Industrial Park $335,000 $165,000 $D $437,000 $211,000 $541,000 $32,000 $o $0 $0 $1,721,00 2021 Subtotal $335,000 $165,000 $0 $437,000 $215,000 $541,000 $32,000 $211,000 $0 $108,000 $2,044,000 G :\Administration \Budget\2012 \CIP 2012 \110810 2012 DRAFT CIP Table 2.xls Table 2 Capital Improvement Program (2012 - 2026) DRAFT August 10, 2011 Special Street MSA Storm Drainage Sanitary Sewer Water Street Light Capital Projects Other To Be Total Project Project Assessments Reconst. Fund Fund Utility Utility Utility Utility Fund Funding Sources Determined Cost 2022 Palmer Lake Trail Mill and Overlay $o $0 i $0 $0 $0 1 $o $o $180,000 $0 $0 $160,000 Capital Maintenance Building Program 2022 $0 $0 $0 $0 $4,000 $43,000 $0 $0 $0 $412,000 $459,000 Northwest Area Neighborhood Mill & Overlay $125,000 1 $215,000 1 $0 $35,000 1 $25,000 $25,000 $0 $0 $0 $o $425,00 2022 Subtotal $125,000 $215,000 $0 $35,000 $29,000 $68,000 $0 $180,000 $0 $412,000 $1,064,000 2025 Capital Maintenance Building Program 2023 $0 1 $0 $0 $0 $5,000 $9,000 $0 $0 1 $0 $624,000 $638,000 51st Avenue Reconstruction weslofFrance Avenue $74,000 $137,000 $0 $25,000 $30,000 $30,000 $8,000 $0 $0 $0 $304,000_ 53rd Avenue Reconstruction Area 1 $353,000 $408,000 1 $401,000 $143,000 $145,000 $155,000 $40,000 1 $0 $D $0 $1,645,00 Lyndale Avenue Reconstruction Area 1 $100,000 $166,000 1 $0 $30,000 $30,000 $25,000 $11,000 1 $0 $0 $0 $382,00 2023 Subtotal $527,000 $731,000 $401,000 $198,000 $210,000 $219,000 $59,000 $0 $0 $624,000 $2,969,000 2024 Woodbine Neighborhood Reconstruction $523,D00 $785,000 $111,000 $64,000 $586,000 $901,000 $50,000 1 $0 1 $0 $0 $3,020,00 Humboldt Avenue North Reconstruction $91,000 $0 $137,000 $21,000 $128,000 $65,000 $10,D00 $0 $D $0 $452,000 Capital Maintenance Building Program 2024 $o $0 $o $0 $32,000 $27,000 $D $0 $0 $240,000 $299,00 2024 Subtotal $614,D00 $785,000 $248,000 $85,000 $746,000 $993,000 $60,000 $0 $0 $240,000 $3,771,000 2025 Orchard Lane East Utility and Street Improvements $1,639,000 $684,000 $215,000 $46,000 $1,340,000 $4,126,00 69th Ave. N. Utility and Street Improvements $590,000 $452,000 $56,000 $140,000 $582,000 $1,620,00 Capital Maintenance Building Program 2025 $24,000 $20,000 1 $177,000 $221,00 2025 Subtotal $2,229,000 $884,000 $452,000 $271,000 $212,000 $1,942,000 $0 $0 $0 $177,000 $6,167,000 2026 Orchard West Utility and Street Improvements $1,500,000 $1,850,000 $510,000 $990,000 $50,000 $100,000 $5,000,00 Meadowlark Gardens Area full Depth Pavement Rehab $367,000 $338,000 $688,000 $230,000 $38,000 $162,000 $100,000 $1,923,00 53rd and Xerxes Full Depth Replacement) $46,000 $104,000 $8,000 $158,00 Emergency Generator Replacement, Lift Station No. 1 $130,000 $130,00 Lifts Station No. 1 Wet Well Improvements/Rehabilitation $200,000 $200,00 Hockey Rink Rehabilitation/Replacements $150,000 $150,00 Irrigation Systems Rehabilitation/Replacements $100,000 $100,00 Centennial Park Softball Field Regrading $315,000 $315,00 Capital Maintenance Building Program 2026 $220,000 $220,00 2026 Subtotal $1,913,000 $2,292,000 $688,OOD $748,000 $1,358,000 $212,000 $200,000 $565,000 $0 $220,000 $8,196,000 TOTALS $19,444,000 $15,172,000 $8,503,000 $12,866,D00 $14,330,000 $18.65D,D00 $1,770,000 $2,748,000 $8D3,000 $26,414,000 $120,700,000 G: WAdministration \Budget\2012 \CIP 2012 \110810_2012 DRAFT CIP Table 2.xls PROJECT DESCRIPTIONS 2012 - 2026 Capital Improvement Program City of Brooklyn Center Street and Utility Improvement Projects Humboldt Avenue South Improvements France Avenue Mill and Overlay Improvements (north of 69 Ave) Kylawn Park Neighborhood Improvements 51S Avenue Improvements (east of CR 152) Southeast Neighborhood Mill and Overlay Improvements Wangstad Park Neighborhood Improvements 63 Avenue Improvements Freeway Boulevard Improvements (west of Xerxes Avenue) Freeway Park Neighborhood Improvements Freeway Boulevard Improvements (east of Xerxes Avenue) Palmer Lake West Improvements 69t Avenue Mill and Overlay Improvements Evergreen Park Neighborhood Improvements Firehouse Park Neighborhood Improvements Interstate Neighborhood Improvements Logan, 59 and Lilac Drive Improvements Grandview Park Neighborhood Improvements Ryan Lake Industrial Park Improvements Northwest Area Neighborhood Mill and Overlay 51st Avenue North Improvements (west of France Avenue) 53 Avenue Neighborhood Improvements Lyndale Avenue Neighborhood Improvements Woodbine Neighborhood Improvements Humboldt Avenue North Improvements Orchard Lane East Improvements 69t Avenue North Improvements Orchard Lane West Improvements Meadowlark Gardens Improvements 53 Avenue and Xerxes Avenue Street Improvements Miscellaneous Water Main and Sanitary Sewer Improvements 18" Trunk Sanitary Sewer Replacement — Shingle Creek Crossing Emergency Generator for Lift Station No. 2 Replacement Water Tower No. 3 Painting Water Tower No. 2 Painting Lift Station No. 9 Forcemain Replacement Water Tower No. 1 Painting Emergency Generator for Lift Station No. I Replacement Lift Station No. 1 Wet Well Rehabilitation Improvements Project Summaries Page 19 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Street Light and Traffic Signal Improvements Earl Brown and Opportunity Area Street Light Replacement Traffic Signal Replacement at 66th Avenue and TH252 Earl Brown and Opportunity Area Street Light Replacement - Ornamental Lighting at Nodes Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects Storm Water Improvements Connections Shingle Creek Restoration Project Storm Water Pond 12 -002 Storm Water Pond 12 -003 Storm Water Pond 12 -004 Storm Water Pond 12 -005 Storm Water Pond 18 -001 Storm Water Pond 46 -001 Storm Water Pond 50 -001 Storm Water Pond 60 -001 Park and Trail Improvements Centennial Park Youth Soccer Field Evergreen Park Fence and Tennis Court Reconstruction Evergreen Athletic Field Lighting Replacement Orchard Lane Park Open Picnic Shelter and Park Improvements Northport Park Building Baseball Backstop Replacements Centennial Park Tennis Court Resurfacing Willow Lane Park Trail Improvements Baseball Fence Replacement Freeway Park Trail Improvements Lions Park Trail Improvements Evergreen Park Trail Improvements Brooklyn Boulevard City Entrance Signs L 69`h Avenue Greenway & Cahlander Park Fence Rehabilitation West River Road Trail Improvements Centennial Park East Trail Improvements Play Ground Equipment Replacement (programmed for 2 separate years) Palmer Lake Trail Mill and Overlay Hockey ink Rehabilitation and Replacements Y P Irrigation Systems Rehabilitations and Replacements Centennial Park Softball Field Regrading Improvements Miscellaneous Projects and Improvements Freeway Boulevard and Shingle Creek Parkway Intersection Improvements Highway 100 Bridge attCR10 /CR57 Improvements Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements Project Summaries Page 110 2012 -2026 Capital Improvement Program [DRAFT - 8/10/11 revision] Humboldt Avenue South Improvements (CR 57) The Humboldt Avenue South project area extends from 53 Avenue to 57` Avenue. The total project length is approximately 2,660 linear feet. The s . neighborhood consists of approximately 56 residential properties. Streets This segment of roadway is a Hennepin County Roadway. Humboldt Avenue was originally constructed between 1966 and 1969. Existing streets are generally 36 feet wide with no curb and gutter. The street pavement is deteriorated due to the age of the pavement and inadequate drainage. This z 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. 55FM AVE H Water main The existing water main in the Humboldt Avenue South project area consists of 6 -inch diameter cast iron pipe (CIP) installed in 1966. A condition survey must be conducted for the existing water system in the project area to S0TM AW M determine the extent of corrosion. The water main is in fair condition based on current' maintenance records. The current project cost estimate assumes replacing approximately 75 percent of the water main. QTM Alm N Sanitary Sewer The existing sanitary sewer consists of 8 -inch diameter vitrified clay pipe lateral sewers. These' sewers were originally installed in 1952. Sanitary sewer between 53 and 55` Avenues is subjected to frequent problems with 'root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replacement of approximately 75 percent of the sanitary sewer. Storm Sewer The storm sewer on Humboldt Avenue consists of 18 -inch diameter corrugated metal pipe that drains to a trunk line along 55 Avenue. This storm sewer was installed in 1952. The current project cost estimate includes replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may contribute to a portion of the storm drainage cost for the project. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 4 wood poles with 4 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 111 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] France Avenue Mill and Overlay Improvements (north of 69t Avenue) The France Avenue North project area extends from 73r Avenue to 69 Avenue. The project area contains a total of 2,635 linear feet of local streets. The neighborhood consists i ! — ; -- of approximately 59 residential properties (RI). �C NY O J � _ f BROOKLYN PARK. C1IY.OF. BROOKLYN CENTER i Streets This segment of roadway is designated as a Municipal State Aid - - Route. This section of France Avenue was reconstructed in 1997. - ' ZNO .tiff The existing street is generally 32 feet wide with concrete curb and gutter. The roadway surface has prematurely failed and excessive h _. potholes have occurred in connection with the issues with the - roadway chip sealcoat application. The current cost estimate assumes street improvements that consist of approximately 20 -- percent curb replacement, 20 percent sidewalk replacement, 25 1 percent apron replacement and a 2 inch mill and overlay. Water main — The existing water main on France Avenue North consists of 14- inch diameter ductile iron pipe (DIP) installed in 1997. The current - project cost estimate includes no water main replacement. - ` Sanitary Sewer The sanitary sewer on France Avenue consists of 8 -inch vitrified clay pipe (VCP) with a cured -in -place pipe liner installed in 1997 and a 8 -inch diameter poly -vinyl chloride (PVC) installed in 1997. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The existing storm sewer on France Avenue consists of 12 -inch to 18 -inch and 48 -inch diameter reinforced concrete pipe (RCP) that drains to Palmer Lake. All of the storm sewer in the project area was installed in 1997 when the road was reconstructed with the exception of the 48-inch RCP installed in 1968. The current project cost estimate includes no storm sewer replacement. Project Summaries Page 112 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Kylawn Park Neighborhood Improvements The north portion of the Kylawn Park Neighborhood " , `� tom;': = project area extends from County Road 10 to 61" Avenue, 'r _.,_. _. - I- with the exception of June Avenue extending to 63 Avenue, and from June Avenue to Brooklyn Blvd. The T ' ' P-,— south ortion of the project area includes 58 Place and i ce = i t � r-7 i 58 p p J - --- Major Avenue. The total project length is 16;622 feet. The —' 1 �_ neighborhood consists of approximately 320 residential g pP Y�- y R � properties. Streets L r - - June Avenue from County Road 10 to 6l' 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 T j 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 r subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main on June Avenue is 8 -inch diameter cast iron pipe installed in 1955. The remaining project area consists of 6 -inch cast iron pipe installed between 1963 and 1966. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate that three main breaks have occurred within the neighborhood. In general, cast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current project estimate includes complete replacement of water main within the project area to facilitate the replacement of sanitary sewer as noted below. Sanitary Sewer The sanitary sewer along Major Avenue consists for 8 -inch diameter vitrified clay pipe (VCP) installed in 1967. The remaining project area contains 8 -inch and 10 -inch diameter vitrified clay pipe installed between 1956 and 1959. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The storm water runoff from the southeast portion of the project area is collected in the existing storm sewer system and conveyed to the regional storm water treatment facility in Centerbrook Golf Course. Runoff from the southwest portion of the project area is conveyed to the Northport Park storm water pond. Expansion of the storm system and increased conveyance capacity is needed to minimize local flooding. The current project cost estimate assumes complete replacement of the storm sewer system as part of the neighborhood improvements. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 113 2012 -2026 Capital Improvement Program [DRAFT 8/10/11 revision] 51" Avenue Improvements (east of CR 152) The project area extends from the north property line of the Malmborg's Garden Center south and east to Xerxes Avenue. The total project f; - length is 680 feet. The neighborhood consists of three residential 1070 w _ properties (R1), two multi- family properties (RI) and one commercial x x g _ 52ND AYE N..__ property. Streets 51 Avenue east of Brooklyn Blvd is a designated Municipal State Aid f ` Route. The streets in the project area were originally constructed in - t I a'ST AYE N 1964. 51" Avenue east of Brooklyn Boulevard is 30 feet wide with no w 4 curb and gutter. The service road along Brooklyn Boulevard is currently N 25 feet wide with curb and gutter on the west side of the road. The street SOM AVE N pavement is deteriorated throughout most of the project area. The - - — - overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 3 -inch diameter cast iron pipe (CIP) installed in 1964. The current project estimate assumes complete replacement of the water main within the project area. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1964. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The project area consists of two storm structures that convey water to the east into Minneapolis. The current cost estimate includes minor storm sewer repairs. Project Summaries Page 114 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Southeast Neighborhood Mill and Overlay Improvements The Southeast Neighborhood project 1 -- _ -L -J ` - -L _ _ .mac "� area includes- 57 .Avenue from !_! , - �� -�i Humboldt Avenue to Interstate 94 _ - 55 Avenue from Knox Avenue to _ 1 ' 7 J� Bryant Avenue, Dupont Avenue from N �_� hJ �' - "� 53 Avenue to 57 Avenue, Bryant ! r _ a �_I. �_� { -'J i s4 Lli-:1 71 i_ Avenue from 53 rd Avenue to 55 di l - ` _� _� 2 - Avenue and Camden Avenue from i i . i f__ -I 1 I L J Sro d ect area contains a total of 10 943 � L - - - J --' --' �� �-- -� <.. --�-- P J =i. r _ linear feet of local streets. i =' Streets i f '� -i-' (� '� Dupont Avenue and 57 Avenue are -� -� I = +� n tom`; � _ designated as Municipal State Aid . � � C" or eeo Y" 22LO Routes. This p area was o+TM WNN { " " J . t al reconstructed in 1998 and 1999. 576' �� L - - I -1 Avenue is 38 feet wide with concrete curb and gutter. The remaining streets are generally 30 feet wide with concrete curb and gutter. The roadway surface has prematurely failed and excessive potholes have occurred in connection with the issues with the roadway chip sealcoat application. The current cost estimate assumes street improvements that consist of minor concrete repairs and a 2 inch mill and overlay.' Water main The existing water main in the project area consists of 6 -inch diameter cast iron pipe (CIP) installed between 1968 and 1973, 10 -inch diameter CIP installed in 1968, 16 -inch diameter steel pipe installed in 1964 and 6 -inch diameter ductile iron pipe (DIP) installed in 1996. The current project cost estimate includes no water main replacement. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter and 10 -inch diameter poly- vinyl chloride (PVC) installed in 1998 and 1999. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The existing storm sewer in the project area consists of trunk storm lines that flow east to the Mississippi River. 57 Avenue contains 21 -inch to 36 -inch diameter reinforced concrete pipe (RCP) installed in 1996. 55 Avenue has two trunk storm lines ranging in size from 36 -inch RCP to 54 -inch RCP pipe installed in 1952 and 1998. The remaining streets consist of 15 - inch to 18 -inch RCP installed in 1998 and 1999. The current project cost estimate includes no storm sewer replacement. Project Summaries Page 115 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Wangstad Park Neighborhood Improvements The Wangstad Park Neighborhood extends from Noble Avenue to Brooklyn Blvd A - (excluding June Avenue) and from 63r __ y �a AVE N Avenue to 61" Avenue. The total project � � - �, � , � � � length is 14,574 feet. The neighborhood consists of approximately 271 residential - - r ..._ ��, properties (R1 and R4) and 6 commercial properties (C 1).� Streets June Avenue from 61 to 63` is a designated Municipal State Aid Route. The majority of K ,,, A „ the streets in the project area were originally constructed between 1966 and 1968. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 6 -inch and 8 -inch diameter cast iron pipe installed in 1955 and between 1960 and 1969. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate that three main breaks have occurred within the neighborhood. The current cost estimate includes complete replacement of the water main. Sanitary Sewer The sanitary sewer the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed between 1956 and 1960. Approximately 85 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The `condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The Wangstad Park Neighborhood has only one short stretch of storm sewer on 61" Avenue. An expansion of the storm drainage system within the project area is necessary to reduce local flooding and preserve street pavement. The existing storm sewer in the project area flows from France Avenue. to Brooklyn Blvd. The pipe size and material are unknown. The cost estimate for this project area assumes new storm sewer installation in the entire project area. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 116 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] 63 Avenue Improvements FRM� � qlmlm L- dA1. AtEM The 63 Avenue project area extends from the west City Limits to Brooklyn Boulevard: The project area contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55 residential properties (RI to R4) and 1 commercial zoned property (C2). Streets This segment of roadway is designated a Municipal State Aid Route. 63` Avenue was originally constructed in 1965. The existing street is 43 feet wide with concrete curb and gutter. Proposed street improvements consist of the replacement of curb and gutter to improve drainage, full depth replacement of bituminous street pavement and complete sidewalk replacement. Water main The existing water main in the 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 63 Avenue contains two storm drainage systems. The first drainage system consists of 12 -inch and 15 -inch diameter reinforced concrete pipe. This system flows to Orchard Avenue and then to the storm drainage pond in Cahlander Park. The second storm system ranges from 18 -inch to 36 -inch reinforced concrete pipe. This system drains to Brooklyn Boulevard and then to Shingle Creek. The current project cost estimate includes replacing a majority of catch basin structures, castings and various pipe laterals: Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 18 wood poles with 18 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 117 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] 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. ` r Streets,'�� u ' This section of Freeway Blvd was originally constructed in 1981. The existing street is 32 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deteriorated. The current cost estimate assumes street improvements that consist of approximately 30 percent curb replacement, 10 percent sidewalk replacement, and full depth pavement replacement. Water main -� t � 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. Project Summaries Page 118 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Freeway Park Neighborhood Improvements The Freeway Park Neighborhood project area "' Aw-N extends from Grimes Ave to Xerxes Ave and from 69`" Ave to Interstate 94. The project area includes a total of approximately 12,869 feet of 1& local streets. The neighborhood consists ofM� approximately 216 residential properties. _ " 0 Streets t _ The majority of the streets in the project area `" - - - --- �� were originally constructed between 1967 and -- -... 1968. Existing streets are generally 30 feet wide with no curb and gutter. Poor surface drainage and low stability subgrade material has resulted in deteriorated pavement throughout the neighborhood. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main Existing water main in the Freeway Park Neighborhood consists of 6 -inch diameter cast iron pipe installed between 1956 and 1960. Existing water main along France Ave. consists of 16 -inch cast iron pipe installed in 1956. This water main is trunk feeder from Water Tower No. 1 on the corner of 69' Avenue. and France Avenue. Higher corrosion rates have been noted within a majority of the project area. Water records indicate thirteen main breaks have occurred within the area. The current cost estimate assumes 100 percent of the water main in the project area will be replaced. Sanitary Sewer Existing sanitary sewer within the neighborhood consists of 8 -inch diameter vitrified clay pipe originally installed between 1956 and 1961. A sanitary sewer trunk line consisting of 21 -inch diameter corrugated metal pipe runs along Ewing Avenue, 68 Avenue. and Drew Avenue. A cured -in- place liner was installed along the 21 -inch diameter trunk sanitary sewer as part of project 1995 -11. This portion of the sanitary sewer collection system is not proposed to be replaced with the project. Approximately 50 percent of the remaining sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. At least 50 percent of the sewer system is in poor condition. Replacement of the 8 -inch diameter sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The Freeway Park improvement area consists of five small diameter storm sewer lines draining to 69t Avenue and Interstate 94. The existing storm sewer ranges in size from 12 -inch to 21 -inch diameter reinforced concrete pipe. The current cost estimate assumes replacement of the storm sewer in the improvement area to increase conveyance capacity and minimize local flooding during larger storm events. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 119 2012 -2026 Capital Improvement Program [DRAFT 8/10/11 revision] Freeway Boulevard Improvements (east of Xerxes Avenue) The Freeway Blvd West project area extends from 0t Xerxes Avenue. to the Shingle Creek Bridge. The project area contains a total of 2,826 linear feet of��' local streets. The neighborhood consists of approximately 9 commercial/industrial properties ;Streets This segment of roadway is designated as a Municipal State Aid Route. Freeway Blvd was originally constructed in 1974. The existing street is generally 45 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deteriorated due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent concrete apron replacement and a 3 -inch mill and overlay of the bituminous pavement. Water main The existing water main in the Freeway Blvd West project area consists of 12 -inch diameter cast iron pipe installed in 1974. The water main is in good condition based on current maintenance records. The current project cost estimate includes no water main replacement. Sanitary Sewer The existing sanitary sewer along the west half of the project area consists of 15 -inch diameter reinforced concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of 8 -inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The storm sewer on Freeway Blvd consists of 12 -inch to 30 -inch diameter reinforced concrete pipe that drains to Shingle Creek. This storm sewer was installed in 1974. The current project cost estimate includes replacing structure castings as necessary within the project area. Street.Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 8 wood poles with 8 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 1 20 2012 -2026 Capital Improvement Program [DRAFT - 8110/11 revision] Palmer Lake West Improvements The Palmer Lake West Neighborhood project area extends from the north City limits to 69 Ave. and from France Ave. to West Palmer Lake Dr. The total project length is 11,621 feet. The neighborhood consists of approximately 198 residential properties. Streets ti 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. WRf ,MEN Water main The existing water main is 6 -inch diameter cast iron pipe installed in 1956 and 1957. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. However, the project area has a history of water main breaks along West Palmer Lake Dr., Ewing Ave. and Woodbine Lane. Water records indicate seven main breaks have occurred within the area. The current project estimate includes complete water main replacement. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1956 and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake' Drive. The lift station was reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was replaced in 2003. Approximately 75 percent of the sanitary sewer in the project area is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer An expansion of the storm drainage system within the project area is necessary to reduce local flooding and preserve street pavement. A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to a regional storm water management pond adjacent to Palmer Lake. A trunk storm sewer line extends along back property lines north of Urban Ave. This line consists of 54-inch diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm sewer system and higher capacity will be needed to minimize local flooding. The current project cost estimate assumes reconstruction of the existing storm sewer system within the street right -of -way, but does not include the replacement of the 54- inch diameter trunk storm sewer within the rear yards. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. _ Project Summaries Page : 121 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] 69 Avenue Mill and Overlay Improvements �1. 1.1 LI It Ir -�^ r`'• -.ti. s.... f if wtN vr.N 1 - I. I F' The 69` Avenue North mill and overlay project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project area contains a total of 6,902 linear feet of local streets. The neighborhood consists of approximately 30 residential properties (RI), 1 R3 property, 5 R5 properties, 6 industrial (I1) and 5 commercial (C2) properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of 69 Avenue was reconstructed in'1996. The existing street ranges from 30 to 50 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent apron replacement and a 2 inch mill and overlay. Water main The existing water main in the 69` Avenue North project area consists of 16 -inch diameter cast iron pipe (CIP) installed in 1960 and 24 -inch diameter ductile iron pipe (DIP) installed in 1996. Based on current maintenance records, there have been two water main breaks in this area. The current project cost estimate includes no water main replacement. Sanitary Sewer The sanitary sewer on 69 Avenue consists of 4 -inch vitrified clay pipe (VCP) installed in 1962, 8 -inch diameter VCP installed between 1961 and 1969 and 12 -inch diameter VCP installed in 1969. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The existing storm sewer on the west half of the 69 Avenue project consists of 15 -inch to 18 -inch diameter reinforced concrete pipe (RCP) that drains to Shingle Creek. The east half of the 69 Avenue project consists of 12 -inch to 30 -inch diameter reinforced concrete pipe (RCP) that drains to the Mississippi River. All of the storm sewer on 69` Avenue was installed in 1996 when the road was reconstructed with the exception of 250 feet of 30 -inch RCP installed in 1969. The current project cost estimate includes no storm sewer replacement. Project Summaries Page 122 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Evergreen Park Neighborhood Improvements The Evergreen Park Neighborhood project area extends from — Humboldt Ave. to State Highway 252 and from 69 Ave. to 73 Ave. Dupont Ave. is not included in the project area. The total project length is 16,996 feet. The neighborhood consists of approximately 214 residential properties (RI to x R5). Streets 70 Avenue is designated as a Municipal State Aid Route. s The majority of the streets in the project area were originally x.�. constructed between 1963 and 1966. Existing streets are generally 30 feet wide with no curb and gutter. 70 Ave. from Dupont to Hwy 252 has concrete curb and gutter and ranges in size from 30 to 65 feet wide. 70t Ave. was constructed in 1982. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The Evergreen project area contains a complex water main system. This area contains five municipal wells and one water tower. The existing water main ranges in size from 6 -inch diameter cast iron pipe to 30 -inch ductile iron pipe. The main line water main in the residential areas generally consists of 6 -inch cast iron pipe installed between 1961 and 1965. A majority of the existing water main is believed to have a cement based internal liner. There is a history of water main breaks along 72 Ave., Woodbine Lane and Camden Ave. Water records indicate twenty main breaks have occurred within the neighborhood. The project design process must include a detailed hydraulics study using the City's water distribution computer model to determine any warranted modifications to water main sizes and configuration. The current project estimate assumes replacement of the older cast iron water main. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1961 and 15- inch reinforced concrete pipe installed in 1960. The south portion of the project area contains 8 -inch diameter VCP installed in the 1958 and 1960. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current cost estimate includes complete replacement of the sanitary sewer. Storm Sewer j A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the Mississippi River. Emerson Ave., Bryant Ave. and Camden Ave. have storm drainage systems that flow to 70' Ave. and then to the Mississippi River. The trunk line on 70 Ave. consists of pipe ranging in size from 42 -inch to 66 -inch reinforced concrete pipe installed in 1960. The current project cost estimate assumes complete reconstruction of the existing storm system in the project area. The condition of the trunk storm sewer pipe along 70 Avenue must be evaluated to determine the remaining service life. The project estimate includes complete storm sewer replacement and construction of a stormwater pond located to the north of 70 Avenue and east of Camden Avenue to treat regional storm water runoff prior to discharging to the Mississippi River. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 123 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Firehouse Park Neighborhood Improvements The Firehouse Park Neighborhood project area extends from -- 69 Avenue to Interstate 94 and from Humboldt Avenue to Ow Highway 252. Dupont Avenue and 65 Avenue are not Im e included in the project area. The total project length is amp 21,456 feet. The neighborhood consists of approximately 305 single family residential properties (RI) and 14 multi- a family properties (R4 and R5).; Streets 67 Avenue is designated as a Municipal State Aid Route, The majority of the streets in the project area were originally constructed between 1964 and 1967. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the x a 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 between 1961 and 1969. In 1974, a 16 -inch diameter ductile iron water main was installed along 6e Ave. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. The current project estimate includes replacement of approximately 60 percent of the water main within the project area. The estimated water main costs will need to be refined by conducting further field inspections. Sanitary Sewer The sanitary sewer in the north portion of the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed between 1961 and 1968 and between 1971 and 1974. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project estimate includes complete replacement of the sanitary sewer pipes and access structures Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 65 Avenue, and then to the Mississippi River. Runoff from the portion of project area north of 68 Avenue is conveyed to the trunk storm sewer line on 69 Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer system, but does not include replacement of the trunk storm sewer along 65 and 69` Avenues, Project Summaries Page 124 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Interstate Neighborhood Improvements The Interstate Neighborhood project area extends from Interstate 94 to 59 H� Sra� 9 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). Streets The majority of the streets in the project area were originally constructed in (tl 1968 and 1969. Existing streets are generally 30 feet wide with concrete curb and gutter. The street pavement is showing signs of distress throughout most of the neighborhood. Proposed street improvements consist of the replacement of curb and gutter as necessary and placement of bituminous street pavement. Water main The existing water main in the project area consists of 6 -inch and 8 -inch . diameter cast iron pipe installed in 1969. Colfax Avenue contains a 24 -inch steel water main installed in 1964. A majority of the existing water main is believed to have a cement based internal liner. There is no history of water main breaks in the project area. In 2019, the water main system will be in service for 50 to 55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer. The current project estimate assumes complete replacement of the water main to facilitate the sanitary sewer replacement noted below. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1960. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the storm trunk line on 59 Avenue and then to the Mississippi River. Replacement of the trunk storm sewer along 59 Avenue and an in -line water quality treatment device is proposed as part of the Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate assumes complete reconstruction of the storm drainage system within the neighborhood due to the need to increased capacity of local storm sewers and the expansion of the system to address minor local flooding issues. Project Summaries Page 125 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Logan, 59 and Lilac Drive Improvements This project area includes Logan Avenue from 57 Avenue to Lilac Drive N, 59 from Lilac p _ Drive N to Dupont Avenue and Lilac Dr. N from Logan Avenue to 59 Avenue. The total project length is 3,761 feet. The neighborhood consists of approximately 19 residential properties (R1 to R5) and 5 commercial zoned properties (Cl and C2). Streets The entire project area is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally constructed in 1966. The existing roads are 30 to 35 feet wide. Logan Avenue and Lilac Dr. N have concrete curb and gutter, and 59'h Avenue has no curb. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing, water main along Logan and Lilac Dr. is 10 -inch diameter cast iron pipe installed in 1965 and 16 inch" diameter cast iron main along 59''' Avenue installed in 1969. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Utility records indicate that there has been one water main break along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to determine the extent of water main replacement that is warranted. The current project estimate includes replacement of water main along Logan Avenue and Lilac Drive only. Sanitary Sewer The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with cured- in-place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing trunk line along 59` Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along Logan Avenue to 57 This line consists of 21" to 42" RCP installed in 1988. The current project cost estimate assumes replacement of the corrugated metal pipe alone 59`" Avenue as part of the scheduled neighborhood improvements. Project Summaries Page 126 2012 -2026 Capital Improvement Program [DRAFT — 8/10 /11 revision] Grandview Park Neighborhood Improvements The Grandview Park Neighborhood project area extends Interstate 694 to 57` Avenue and from Logan Avenue to Dupont Avenue. The total project length is 28,821 feet. ' The neighborhood consists of approximately 345 residential properties (R1) and 4 multi- family properties (R6). Streets The majority of the streets in the project area were originally constructed between 1964 and 1969. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. i Water main MM FUMEE The existing water main in the north portion of the project area is 6 -inch and 8 -inch diameter cast iron pipe installed between 1964 and 1969. A 16 -inch steel water main runs along Emerson Avenue from 57`" to 59 A majority of the existing water main is believed to have a cement based internal liner. Water records indicate two main breaks have occurred within the neighborhood. The current project estimate includes replacement of approximately 50 to 75 percent of the water main within the project area. The 16- inch steel water main along Emerson Avenue potently could be replaced with C900 plastic water main Sanitary Sewer The sanitary sewer in the north portion of the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1960 and 1963. Approximately 50 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. The current project estimate includes replacement of approximately 50 to 75 percent of the sanitary sewer system within the project area. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 59`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. Project Summaries Page 127 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Ryan Lake Industrial Park Improvements The Ryan Lake project area includes Lilac Drive N from g o4p 48' to the dead end, 48 Avenue and Dusharm Drive from Drew Avenue to the dead end and 47` Avenue from Drew Avenue to the dead end. The total project length is 1,932 feet. The neighborhood consists of approximately A N 12 industrial properties and 3 multi-family properties (R5). Streets - 47TH AVE N The majority of the streets in the project area were originally ~ constructed in 1958 and 1960. The western portion of 47 Avenue and Drew Avenue were reconstructed in 2002. The western portion of 48 Avenue was reconstructed in 2005. The remaining street sections are 25 to 40 feet wide with no curb and gutter. The street pavement is deteriorated and in poor condition. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main on Lilac Drive N and 48 Avenue consists of 10 -inch diameter cast iron pipe (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 Dusharm Drive to 49 Avenue. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1960. The sanitary sewer along 47` Avenue and 48t` Avenue is subjected to frequent 'problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer - A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along Highway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer system. The cost estimate also includes installation of a small storm water management pond at the intersection of 48,` Avenue and Dusharm Drive within City owned property adjacent to Ryan Lake, Project Summaries Page 128 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Northwest Area Mill and Overlay Improvements The Northwest project area extends from Toledo Avenue east to Perry Avenue and from 71 Avenue south to 69 Avenue. The total project length is 6,819 feet. The neighborhood consists of 124 residential properties (RI) and two school owned properties. .Streets T_ISl AVE -. ��y ' y The streets in the project area were reconstructed in Z 1994. The streets are 30 feet wide with concrete curb and gutter. The current cost estimate assumes street A _ -_- improvements that consist of minor concrete repairs and _ 70TH VE N a 2 inch mill and overlay. _- - -` ....._ _ �__� � Water main - - -- - When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was replaced with 6 -inch diameter ductile iron pipe. The remaining water main consists of 6 -inch diameter cast iron pipe installed in 1955. The current project cost estimate includes minor water main repairs. Sanitary Sewer When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced with 8- inch and 10 -inch diameter poly vinyl chloride (PVC). The remaining sanitary sewer consists of 8 -inch vitrified clay pipe (VCP) installed in 1956. The current project cost estimate includes minor sanitary sewer repairs. Storm Sewer The storm water runoff from the project area is collected in stormwater pond in the northwest corner of the project area. The storm sewer consists of 15 -inch to 42 -inch diameter reinforced concrete pipe (RCP) installed in 1994. The current project estimate includes minor storm sewer repairs. Project Summaries Page 129 2012 -2026 Capital Improvement Program [DRAFT - 8/10/11 revision] 51" Avenue North Improvements (west of France Avenue) The 51" Avenue project area extends from 185 feet south of /! ° )` ! 'Lt — Oak Street on Twin Lake Blvd E to France Avenue. The total project length is 1,171 feet. The neighborhood consists„ of approximately 25 residential properties. Streets _onx The 51 Avenue project area was originally constructed in 1990. The existing street is 30 feet wide with concrete curb] - T`r and utter. After the year 2023 the p avement will have -r J g y p l ��T� exceeded the expected service cycle. Proposed street P y P et - � - improvements consist of reconstruction of the bituminous r � al �� - street pavement and replacement of the concrete curb and ��� gutter as necessary. - 1 1 1 Water Main The existing water main in the 5 l st Avenue project area consists of 8 -inch diameter ductile iron pipe installed in 1990. The water main is in good condition based on current maintenance records. Water main repairs should be limited to the replacement of miscellaneous valve and hydrants based on current conditions. Sanitary Sewer The sanitary sewer in the 51 Avenue project area consists of 8 -inch diameter poly vinyl chloride (PVC) pipe installed in 1990. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project estimate includes the replacement on sanitary sewer castings only. Storm Sewer The storm sewer runoff from the 5i Avenue project area is collected in the existing storm sewer system and conveyed to the stonn water pond west of 51 Avenue. The existing storm sewer in the project area consists of 15 -inch to 21 -inch diameter reinforced concrete pipe installed in 1990. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Project Summaries P a g e 130 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] 53 Avenue Neighborhood Improvements The 53 Avenue project area = '?- - t- = - - _"- extends on 53`d Avenue from Penn - - - � _ Avenue to 4 Street N. The project area also includes James and Knox between 55 Avenue and 53r Avenue, and 54` Avenue between Logan Avenue and Irving Avenue. :- _ =_' - The project area includes a total of = 7= - 9,426 feet of local streets. The neighborhood consists of approximately 100 residential properties. Streets 53` Avenue is designated as a Municipal State Aid Route. 53 Avenue is also the border between Brooklyn Center and Minneapolis. The north portion of 53 Avenue is maintained by Brooklyn Center and the south portion is maintained by Minneapolis. The existing streets in the project area are 30 to 32 feet wide with concrete curb and gutter. 53` Avenue was constructed in 1985, and Knox, James and 54` Avenues were constructed in 1994. Proposed street improvements consist of the reconstruction of the street subgrade, installation new of curb and gutter to improve drainage and placement of bituminous street pavement on 53 Avenue. Proposed improvements for the remaining areas consist of new street pavement and replacement of isolated sections of concrete curb and gutter as necessary. Water Main The existing watermain on 53 Avenue is 6 -inch diameter cast iron pipe (CIP) installed between 1965 and 1969. The existing watermain in the remainder of the project area is 6 -inch diameter ductile iron pipe (DIP) installed in 1994. The corrosion rate within the project area has not been thoroughly documented at this time. The current project estimate includes complete water main replacement on 53` Avenue. No water main replacement is anticipated in the remaining project area. The project cost estimate also includes an emergency connection with Minneapolis if formal inter- communication arrangements can be established for this connection. Brooklyn Center staff will need to contact the Minneapolis Water Utility to discuss this potential emergency connection. Sanitary'Sewer The sanitary sewer on 53 Avenue consists of 8 -inch and 9 -inch diameter vitrified clay pipe (VCP) installed between 1952 and 1959. The sanitary sewer in the remainder of the project area consists of 10-inch diameter poly vinyl chloride (PVC) installed in 1994. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost estimate includes sanitary sewer replacement on 53" Avenue. The remainder of the project area includes the replacement on sanitary sewer castings only. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55 Avenue and is conveyed to the Mississippi River. The storm sewer on 53r consists of 12 -inch diameter to 15 -inch diameter reinforce concrete pipe installed between 1952 and 1979. The storm sewer on the remainder of the project consists of 12 -inch diameter to 18 -inch diameter reinforced concrete pipe installed in 1994. The current project cost estimate includes replacement of 50 percent of the storm sewer laterals and structure on 53 Avenue. Replacement of storm sewer castings is anticipated in the remainder of the project area. Project Summaries Page 131 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Lyndale Avenue Neighborhood Improvements The Lyndale Avenue project area extents from 57 Avenue to 55`b Avenue and includes the 56 Avenue and 55 Avenue cul -de -sacs. The current project length is 1,905 feet. The neighborhood consists of 11 residential properties (R2 and R4). � M� Streets R14ER . The streets in the project area were constructed in 1985. The Ell existing streets area 30 feet wide with concrete curb and gE gutter. Proposed improvements include 20 percent curb Fa replacement and installation of new street pavement. TM AVE " Water Main The existing water main in the project area consists of 6 -inch Q W diameter ductile iron pipe (DIP) installed in 1978 and 1985. The water main is in good condition based on current maintenance records. The current project cost estimate includes replacement of miscellaneous valves and hydrants as necessary. a Sanitary Sewer The existing sanitary sewer consists of 24 -inch diameter reinforced concrete pipe installed in 1959. This sanitary sewer line is the main trunk line that carries the sanitary flow from the eastern third of Brooklyn Center to a lift station on Lyndale Avenue south of 55 Avenue. The condition of the sanitary sewer in the neighborhood is rated fair. The current project cost estimate includes replacement of sanitary services and replacement of sanitary sewer castings. Cured -in -place lining of the trunk sanitary sewer may be necessary based on future televising inspections. Storm Sewer A substantial portion of the southeast section of the city drains through the trunk storm sewer located along 55 Avenue. The existing trunk storm sewer line consists of 36 -inch diameter reinforced concrete pipe installed in 1952. The remainder of the project area consists of 12 -inch diameter to 18 -inch diameter reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Project Summaries Page 132 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Woodbine Neighborhood Improvements The Woodbine Neighborhood project area extends from Brooklyn Blvd to France Avenue -? I f r . - — � and from the north City limits to 71 Avenue. '. ?3W A C " s._ The project area contains a total of 15,525 linear ; , -, t I - -J I WtDDQ,nC y feet of local streets. The neighborhood consists of ,�;r, �. —'� _ 1. : _ approximately 248 residential properties. PP y p P Streets _ < Noble Avenue from Brooklyn Blvd to the north ,._.� 71ST City limits is a designate Municipal State Aid - lf5s .1VE 7I z I 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 ater main in the Woodbine cast iron Neighborhood consists of 6 -inch and 8 -inch i e g g PP (CIP) installed between 1957 and 1959. Records indicate there have been 9 water main breaks in the neighborhood between 1975 and 2004. The current project cost estimate includes complete water main replacement. Sanitary Sewer Approximately 25 percent of the sanitary sewer in the project area was replaced with poly -vinyl chloride (PVC) when the neighborhood was reconstructed in 1995. The remaining sanitary sewer consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1958 and 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer on Noble Avenue consists of 12 -inch and 15 -inch diameter reinforced concrete pipe (RCP) that drains to Shingle Creek. This storm sewer was installed in 1970. The remainder of the project area consists of 15 -inch to 33 -inch diameter RCP installed when the neighborhood was reconstructed in 1995. This storm sewer generally drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Project Summaries Page 133 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Humboldt Avenue North Improvements The Humboldt Avenue North project area extends from 69t 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 z traffic. The current cost estimate assumes street improvements that consist N of approximately 25 percent curb replacement, 10 percent sidewalk Ig a replacement, and full depth pavement replacement. x _ Water main Q AVE N 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 w� �" " " t�IIl of 25 percent of the water main and replacement of all hydrants and valve. Sanitary Sewer When Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was replaced with 10 -inch diameter poly -vinyl chloride (PVC). The remaining sanitary sewer in the area consists of 8 -inch diameter vitrified clay pipe (VCP) installed between 1965 and 1967. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The existing storm sewer in Humboldt Avenue project area consist of 15 -inch to 36 -inch diameter reinforced' concrete pipe (RCP) that drains to the Mississippi River. The storm sewer was installed between 1955 and 1961 and in 1995. When the project area was reconstructed in 1995, the existing storm sewer was left in place and additional storm sewer was added to the existing system. The current project cost estimate includes replacing structure castings and isolated pipe laterals as necessary within the project area. Project Summaries Page 134 2012 -2026 Capital improvement Program [DRAFT— 8/10/11 revision] Orchard Lane East Improvements The Orchard Lane East project area extends from Perry ...._.. n _.�5 Avenue to Brooklyn Blvd and Interstate 94 to 63` Avenue.'' The project area contains a total of 21,560 linear feet of local r ; ; 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 streets are generally 30 feet wide with concrete curb and = gutter. The current cost estimate assumes street r improvements that consist of approximately 50 percent curb replacement, 10 percent sidewalk replacement, and full depth - pavement replacement. Water main Approximately 25 percent of the water main in the Orchard Lane East area was replaced with ductile iron pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 6 inch, 8 -inch and 12 -inch diameter cast iron pipe (CIP) installed between 1955 and 1973. Records indicate there have been 8 water main breaks in the neighborhood. T rrent ro'ect cost estimate includes replacement of he current project P existing CIP water main. Sanitary Sewer Approximately 50 percent of the sanitary sewer in the project area was replaced with poly -vinyl chloride (PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8 -inch diameter and 12 -inch diameter vitrified clay pipe (VCP) installed between 1956 and 1966. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds at Orchard Park and Cahlander Park. The storm sewer consists of 12 -inch to 42 -inch diameter pipe. The south and east streets in the project area drains to Shingle Creek. This storm sewer consists of 12 -inch to 60 -inch diameter pipe The trunk storm sewer on 65 Avenue and Orchard Avenue was installed in 1956. The remainder of the storm sewer was installed when the neighborhood was reconstructed in 1996. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Project Summaries Page 135 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] 69 Avenue North Improvements �` 61 I' c II II I J I I I The 69 Avenue North project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project area contains a total of 6,902 linear feet of local streets. The neighborhood consists of approximately 30 residential properties (R1), 1 R3 property, 5 R5 properties, 6 industrial (11) and 5 commercial (C2) properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of 69 Avenue was reconstructed in 1996. The existing street ranges from 30 to 50 feet wide with concrete curb and gutter.. The current cost estimate assumes street improvements that consist of approximately 60 percent curb replacement, 10 percent sidewalk replacement, and full depth pavement replacement. Water main The existing water main in the 69 Avenue North project area consists of 16 -inch diameter cast iron pipe (CIF) installed in 1960 and 24 -inch diameter ductile iron pipe (DIP) installed in 1996. Based on current maintenance records, there have been two water main breaks in this area. The current project cost estimate includes replacement of the existing CIP water main. Sanitary Sewer The sanitary sewer on 69 Avenue consists of 4 -inch vitrified clay pipe (VCP) installed in 1962, 8-inch diameter VCP installed between 1961 and 1969 and 12 -inch diameter VCP installed in 1969. The current project cost estimate includes complete replacement of the existing sanitary sewer. Storm Sewer The existing storm sewer on the west half of the 69`' Avenue project consists of 15 -inch to 18 -inch diameter reinforced concrete pipe (RCP) that drains to Shingle Creek. The east half of the 69 Avenue project consists of 12 -inch to 30 -inch diameter reinforced concrete pipe (RCP) that drains to the Mississippi River. All of the storm sewer on 69t Avenue was installed in 1996 when the road was reconstructed with the exception of 250 feet of 30 -inch RCP installed in 1969. The current project cost estimate includes replacing structure castings and isolated pipe laterals as necessary within the project area. Project Summaries Page 136 2012 -2026 CapitallmprovementProgram [DRAFT- 8 /10 /11 revision] Orchard Lane West Improvements The Orchard Lane West project area extends from Unity Avenue to _ � Perry Avenue and Interstate 94 to 61s' Avenue. The project area contains a total of 25,702 linear feet of local streets. The T` w neighborhood consists of approximately 509 residential properties, one church property and one school property. Streets The Orchard Lane West area was reconstructed in 1997. The streets generally g [ _ s are enerall 30 feet -wide with concrete curb and utter. The current cost estimate assumes street improvements that consist of r approximately 50 percent curb replacement, 20 percent sidewalk {. re lacement 50 p ercent i n r p p dr apro re placement and full depth — ' pavement replacement. PW;KN Water main �� 5 Approximately 99 percent of the water main in the Orchard Lane West area was replaced with ductile iron pipe (DIP) in 1997 when they neighborhood was reconstructed. The remaining water main in the Bill area consists of 6 -inch DIP installed in 1987. The current project cost T — - -- estimate includes replacement of miscellaneous valves and hydrants as necessary. Sanitary Sewer Approximately 55 percent of the sanitary sewer in the project area was replaced with poly -vinyl chloride (PVC) when the neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8 -inch diameter and 10 -inch diameter vitrified clay pipe (VCP) installed between 1955 and 1958. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer north of 63` Avenue in the Orchard Lane East area drains to the storm water ponds at Orchard Park and Cahlander Park. This storm sewer consists of 12 -inch to 36 -inch diameter pipe. The streets south of rd p rd and Perry 63 Avenue drain to the storm water and at 63 Avenue P Avenue. This storm sewer consists of 12- inch to 36 -inch diameter pipe. A 27 -inch RCP storm line installed in 1958 remains on Woodbine Lane, and a 15 -inch RCP storm line installed in 1965 remains on Scott Avenue. The current project cost estimate includes replacement of the storm sewer installed in 1958 a 1965 and replacement of storm laterals as needed for sanitary sewer replacement. Project Summaries Page 137 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Meadowlark Gardens Improvements The Meadowlark Gardens project area extends _ L� - _. _ v - �. r on Logan Avenue from 53 Avenue to 57 ° - ^" Avenue, on Knox and James from 55 Avenue -'-4 to 57t Avenue, and on 55d' Avenue and 56 47 t± Avenue from Morgan Avenue to Irving q _ _ r I _� `_"— 7 � e4 Avenue. The project area also includes 57 Avenue from Humboldt Avenue to the Interstate 94 bridge. The project area contains - - -' a total of 10,150 linear feet of local streets. The neighborhood consists of approximately 162 residential properties, two multi- family 3 properties and two commercial properties: j ._ Streets Logan Avenue and 57 Avenue are designated as Municipal State Aid Routes. The Meadowlark Gardens project area was last reconstructed in 1996. 57 Avenue is 30 feet wide, Logan Avenue is 32 feet wide and the remaining streets are 30 feet wide. All streets in the project are have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent driveway apron replacement and full depth pavement replacement. Water main Approximately 80 percent of the water main in the Orchard Lane West area was replaced with ductile iron pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 10 inch cast iron pipe (CIP) installed in 1969 and 16 -inch steel pipe installed in 1964. The current project cost estimate includes replacement of the CIP and steel water mains. Sanitary Sewer Approximately 94 percent of the sanitary sewer in the project area was replaced with poly -vinyl chloride (PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer Approximately 92 percent of the storm sewer in the project area was replaced in 1996 when the neighborhood was reconstructed. The remaining pipe consists of 24 -inch to 42 -inch pipe on 55 Avenue installed. in 1952. The storm sewer on James Avenue and to the west drains to the trunk line on 55 Avenue and then to the Mississippi River. This storm sewer consists of 15 -inch to 44 -inch diameter pipe. The storm sewer on 571 h Avenue drains to the trunk line on 59 Avenue and then to the Mississippi River. This storm sewer consists of 15 -inch to 42 -inch diameter pipe. The current cost estimate includes replacing the existing pipe installed in 1952 and replacement of storm laterals as needed for water main and sanitary sewer replacement. Project Summaries Pa 138 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] 53r Avenue and Xerxes Avenue Street Improvements 53 Avenue extends from Xerxes Avenue to Upton f f Lruc - aR h ' Avenue and Xerxes Avenue extends from 51 Avenue to 53 Avenue. The project area contains a total of 2,028 - SSRO AVE N CITY OF BROOKLYN CENTER - linear feet of local streets. The neighborhood consists of> CITY OF MINNEAPOLIS - - 2 residential properties and one multi-family RS ) p p Y ( � �--- property. - Streets - < 52N0 AVE N This project area was most recently reconstructed in 1996 by the City of Minneapolis. 53 Avenue and Xerxes x x Avenue are the border between Brooklyn Center and Minneapolis. The north portion of 53r Avenue and the 9 1 � 51ST AVE N west ;portion of Xerxes Avenue are maintained by - Brooklyn Center. Existing streets are generally 30 feet - wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 2 percent curb replacement, 25 percent driveway apron replacement, and a 2 -inch mill and overlay of the bituminous pavement. Water main The existing water main on 53r Avenue t area consists of 6 -inch diameter cast iron pipe (CIP) installed in 1973. Records indicate that there have been no water main breaks in the area. The water main is in good condition based on current maintenance records. The water main on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer replacement. Sanitary Sewer There is no sanitary sewer on 53 Avenue. The existing sanitary sewer on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The storm sewer in the project area consists of 10 -inch poly -vinyl chloride (PVC) pipe that flows to storm water ponds located south of 53r Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was last reconstructed. The current project cost estimate includes no storm sewer replacement. Project Summaries Page 139 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Miscellaneous Water Main and Sanitary Sewer Improvements 18" Trunk Sanitary Sewer Replacement — Shingle Creek Crossing A 231 -foot section of existing gravity sanitary sewer pipe was televised in 2011 as part of the redevelopment process of the Shingle Creek Crossing development. This section of 18 -inch diameter reinforced concrete pipe has deteriorated on the interior and the metal reinforcement is exposed. The project includes complete replacement of the segment of pipe. A similar, adjacent section of pipe is being replaced by the developer as it is being relocated to accommodate the proposed development. Emergency Generator Replacement for Lift Station No. 2 The existing generator is a 1981 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. Water Tower No. 3 Painting Tower No. 3, a 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was constructed in 1973. The complete exterior coating system was replaced in 1986. In 1998 the exterior was spot repaired, power washed and a urethane top coat was applied to the exterior of the tower. In 2005, the bottom shell course of the fluted exterior was coated and the entire exterior was power washed. This tank was last inspected in 2010. Although the steel substrate is still protected, a number of coating failures were noted on the interior (wet area and dry area) and are attributed to deficiencies in the coating system itself. The 2010 recommendation is to reevaluate in 5 years with an anticipated plan of complete coating replacement in 6 to 8 years. Based' on the 2010 evaluation, Tower No. 3 is recommended for complete interior wet, interior dry and exterior coating rehabilitation in 2016. Water Tower No. 2 Painting Water Tower No. 2, a one - million allon elevated storage tank located at 69 h Avenue and Dupont Avenue g g P was constructed in 1960. In 1984, the interior (wet area) and exterior coating systems were completely replaced. In 1997, the interior coating system (wet area) was spot repaired and the exterior coating was spot repaired, power washed and a urethane top coat was applied to the existing system. The estimated service life for 1997 paint coating is 15 to 20 years as noted in a 1999 warranty inspection report. This tank was last inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005 recommendation is to re- inspect every 5 years. Tower No. 2 is scheduled to be inspected in 2011. Based on a 2009 review of the 2005 recommendation, Tower No. 2 is recommended for complete interior and exterior coating rehabilitation in 2017. Lift Station No. 9 Forcemain Replacement The existing forcemain located south of lift station No. 9 was installed in 1969 and consists of 12 -inch ductile iron pipe, which was verified in 2010 through an exploratory open excavation. Approximately 1300 -feet is proposed to be replaced. Water Tower No. 1 Painting Water Tower No 1, a 500,000 gallon elevated storage tank located at 69`h Avenue and France Avenue was constructed in 1958. In 1988, spot repairs of the existing interior were completed (wet area repaired with coal tar /epoxy coating) and the exterior coating system was completely replaced. In 1999, the interior wet coating system was completely replaced and the exterior coating was spot repaired, power washed and a urethane top coat was applied to the existing system. The estimated service life for the 1999 paint coating is 15 to 20 years. This tank was last inspected in 2009. Both the interior and exterior coatings required no repairs at that time. The 2009 recommendation is tore- inspect every 5 years. Based on the 2009 inspection, Tower No. 1 is recommended for complete interior and exterior coating rehabilitation in 2018. Project Summaries P age 140 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Emergency Generator Replacement for Lift Station No. 1 The existing generator is a 1996 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. Lift Station No. 1 Wet Well Rehabilitation Improvements The existing lift station was installed in 1996. Proposed rehabilitation includes pump replacement, miscellaneous appurtenance replacement, and wet well reconfiguration to aid in self- cleaning. Street Light and Traffic Signal Improvements Earl Brown and Opportunity, Area Street Light Replacement The 37 street lights located within the Earl Brown/Opportunity Site area along a portion of Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life expectancy of this lighting system is approximately 30 years. The City has one remaining replacement pole and luminaire that matches the existing system, and matching luminaires are no longer available from suppliers. The existing system is generally rated in fair to severe shape with increasing maintenance costs. In recent years, two of the poles have actually fallen over, most likely attributed to structural failure. The project includes replacement of the existing roadway street lighting system with a new, advanced system using current technology. Traffic Signal System Replacement at 66t Avenue and TH 252 The existing traffic signal system at the intersection of 66"' Avenue and TH 252 is owned and operated by the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this system to be replaced and the City will be required to pay 50 percent as the City's portion for two of the four legs of the intersection. Earl Brown and Opportunity Area Street Light Replacement — Ornamental Lighting at Nodes The 34 ornamental lights located within the Earl Brown area at the nodes (intersections) along a portion of Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life expectance of this lighting system is approximately 30 years. The City has no remaining replacement poles or luminaires that match the existing system, and matching luminaires are no longer available from suppliers. The existing system is generally rated in fair_ to poor shape with increasing maintenance costs. The project includes replacement of the existing decorative lighting system at the intersections /nodes with anew, advanced system using current technology. Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects In 2007, the City approved an 18 -year Capital Building Maintenance Plan that includes short- and long - term building and facility improvements. The following buildings and facilities are covered under this plan: city hall, community center, public works facility, public works cold storage building, public works salt/sand storage building, police station, west fire station, east fire station, Centerbrook Golf Course club house, Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary lift station Nos. 1 and 2, municipal well Nos 2 -10, Evergreen Park building,: Garden City Park building, Central Park west building, Central Park plaza, and Central Park gazebo. Project. Summaries Page 141 2012 -2026 Capital improvement Program [DRAFT — 8/10/11 revision] Storm Water Improvements Connections Shingle Creek Restoration Project As part of the 2009 Connections at Shingle Creek Corridor Study, a section of Shingle Creek from Regent Avenue in Brooklyn Park to Nobel Avenue was assessed for opportunities to provide ecological restoration. Additionally, Shingle Creek has been identified as having dissolved oxygen and biotic impairments that must be addressed. The first phase of this project includes the restoration of the portion of the creek from Brooklyn Boulevard to 700 -feet east of Noble Avenue. Restoration improvements include repairing eroded stream bank areas, adding riffles and plunge pools, thinning out the significant tree canopy, installing culvert energy dissipating rip rap and slope protection and establishing a wider vegetated wetland/upland buffer adjacent to the creek. The City of Brooklyn Center will be responsible for only a portion of the project funding. The proposed funding is expected to include 50% City funding (25% from Brooklyn Center and 25% from Brooklyn Park), 25% grant funding and the remaining 25% to be shared by the Shingle Creek Watershed Management Commission. This project is anticipated to proceed only upon successful grant award. Storm Water Management Basins In 2005, the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene Anderlik & Associates to conduct a condition assessment of 30 storm water management ponds located throughout the City The assessment process resulted in a list of improvements to address problems with shoreline erosion, sediment accumulation inlet and 'outlet blockages and other miscellaneous maintenance issues. Below is a description of the projects that were not considered_ routine annual maintenance work normally addressed as part of the annual operating budget for the Storm Drainage Utility. Storm Water Pond 12 -002 Pond 12 -002 is located within the west central portion of the golf course. The basin receives runoff from approximately 400 acres within the southwest portion of the City. Pond deficiencies noted during the inspection include, shoreline erosion along the eastern portion of the pond; an erosion channel that has cut through the berm separating pond 12 -002 from pond 12 -003; and a large volume of accumulated sediments within the pond. Proposed improvements consist of repairing erosion areas and removal of a portion of the accumulated sediment. Storm Water Pond 12 -003 Pond 12 -002 is located within the west central portion of the golf course and includes a concrete headwall structure connecting Ponds 12 -002, 12 -003 and 12 -004. The basin receives runoff from approximately 400 acres within the southwest portion of the City, the same drainage area as 12 -002. Pond deficiencies noted during the inspection include shoreline erosion along the north and east sides of the pond. The concrete headwall structure is filling with sediment with an average of one foot of sediment in the trench and three feet of sediment near the weir outlet. Proposed improvements consist of repairing erosion areas, removal of sediment from the headwall trench and near the outlets of the headwall structure. Storm Water Pond 12 -004 Pond 12 -004 is located within the northern portion of the golf course. The basin receives runoff from the Brookdale Shopping Center. The pond has lost approximately 20 percent of the wet volume due to sediment accumulation over the first 8 years of operation. By the year 2016, the pond is expected to loose approximately 45 percent of the wet volume due to sediment accumulation. Proposed work consists of the removal of accumulated sediments to restore the water quality treatment function of the storm water pond. Project Summaries Page 142 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Storm Water Pond 12 -005 Pond 12 -005 receives runoff from the upstream ponds 12 -002 and 12 -004. The condition survey revealed that an excessive volume of sediment has accumulated in the pond and has decreased the wet storage volume necessary to provide water quality treatment. The proposed work consists of removing the accumulated sediment. Storm Water Pond 18 -001 Pond 18 -001 is located northwest of Northport Park. The pond receives runoff from approximately 120 acres of upstream drainage area. This basin has filled with an extensive amount of sediment over the past 40 to 50 years.;, A majority of this basin is likely classified as jurisdictional wetland under the Wetland Conservation Act. However, the basin has lost many of the wetland values due to the accumulation of sediment. The proposed project consists of excavating sediment from the basin to restore the flow capacity through the wetland and restore a wet pool volume with an average depth of 2 to 3 feet in the central part of the wetland. Fringe areas would be restored with native wetland species. Storm Water Pond 46 -001 Pond 46 -001 is located within the northern portion of Orchard Lane Park. The pond receives runoff from approximately 60 acres of residential development located west of Orchard Lane Park and approximately 50 acres located north of Interstate 94/694. The pond is was originally design as a detention basin without wet volume to provide additional water quality benefit. The proposed improvements consist of excavating wet storage volume below the invert of the outlet pipe to increase the water quality treatment performance of the basin. Storm Water Pond 50 -001 Pond 50 -001 is located within Cahlander Park. The pond receives runoff from approximately 230 acres of upstream residential development. Due to the large watershed to pond area ratio, this pond is subject to higher rates of sediment accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted in the sediment during the most recent site inspection. The proposed project consists of dredging and properly disposing of sediment from the pond and repairs to various shoreline erosion issues. Storm Water Pond 60-001 Pond 60 -001 is located west of Xerxes Avenue and south of Brooklyn Drive within Central Park. The pond receives runoff from approximately 85 acres of upstream residential development. This pond was constructed in 2003. By 2013, preliminary estimates indicate that approximately 30 to 40 percent of the wet volume will be lost due to sediment accumulation. The proposed work consists of removal of sediment and installation of a skimmer structure to enhance the water quality treatment performance of the pond. Park and Trail Improvements Centennial Park Youth Soccer Field Improvements Proposed construction includes converting a general use area to an improved youth soccer field. Amenities include irrigation, permanent nets, bleachers and other miscellaneous site improvements. Evergreen Park Fence and Tennis Court Reconstruction Proposed construction includes replacement of the soccer field fence and gate, replacement of the baseball and softball outfield fences and resurfacing the tennis courts within Evergreen Park. Project Summaries Page 143 2012 -2026 Capital Improvement Program [DRAFT — 8/10/11 revision] Evergreen Athletic Field Lighting Replacement Proposed construction includes replacement of the elevated outdoor lighting system for the athletic fields located within Evergreen Park. This project includes replacement of the existing lighting system. The project does not include substantial expansion of the current lighting system. Orchard Lane Open Picnic Shelter & Park Improvements Proposed construction activities include the replacement of the existing shelter building with a small picnic shelter and installation of one security light. The picnic shelter structure would be similar in design to the open picnic shelters located within Willow Lane Park and Riverdale Park. Other park improvements include miscellaneous amenities (drinking fountain, picnic tables, benches), and trail and parking lot pavement improvements as warranted. III 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 III be consistent with the park building K constructed in lawn Park in 2007/2008. Y Ili Baseball Backstop Replacements Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway Park and Willow Lane Park. Centennial Park Tennis Court Resurfacing Proposed construction includes the removal of two existing tennis courts and resurfacing of the two remaining two tennis courts within Central Park. Willow Lane Park Trail Improvements Proposed construction includes replacement p of the trail system within Willow Lane Park.. An eight foot . wide trail section is proposed. Baseball Fence Replacement Proposed' construction includes replacement of the line fences at Central Park and East Palmer Lake Park and the replacement of the line and outfield fences at Northport Park. Freeway Park Trail Improvements Proposed construction includes replacement of the trail within Fr r An eight p p system w t Freeway Park. e t wide Y Y g trail section is proposed. Lions Park Trail Improvements Proposed construction includes replacement of the trail system within Lions Park. Parallel biking and walking trails would be removed and replaced with a single ten foot wide trail section. Evergreen Park Trail Improvements Proposed construction includes replacement of the bituminous trail within Evergreen Park. Replacement of the trail along 70 Avenue is not part of the project. An eight foot wide trail section is proposed. Brooklyn Boulevard City Entrance Signs Proposed improvements include painting the existing City entrance signs and cedar fences surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park borders. Project Summaries Page 144 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] 69 Avenue Greenway & Cahlander Park Fence Rehabilitation Proposed construction includes refinishing the wood fence along the north side of the 69 Avenue greenway between Brooklyn Boulevard and Palmer Lake Drive and the privacy fence on the west side of Cahlander Park: West River Road Trail Improvements Proposed construction includes replacement of the bituminous trail along West River Road from 73r Avenue to 66 Avenue. A ten foot wide trail section is proposed. Centennial Park East Trail Improvements Proposed construction includes replacement of the bituminous trail system within the eastern portion of Central Park. The trail segment proposed for replacement is between Interstate 94 and the south City Hall parking lot, east of Shingle Creek. A ten foot wide trail section is proposed along the main trail corridor and an eight foot wide trail section is proposed for the adjacent pedestrian trails. Play Ground Equipment Replacement Proposed replacement includes replacing park play ground equipment over a three year period. A total of 20 parks located within Brooklyn Center contain 21 separate playground equipment areas, 18 that are maintained by the City and three that are maintained by the adjacent schools. Six playgrounds are scheduled for replacement each year over the three year period. An assessment of the play ground equipment will need to be completed to determine replacement priority. Palmer Lake Trail Mill and Overlay Proposed construction includes resurfacing of the existing trail system extending around Palmer Lake. This trail was last reconstructed in 2005 with an expected maximum service life of 15 to 20 years due to the soil stability issues within the park area. Hockey Rink Rehabilitation and Replacements Proposed rehabilitation includes resurfacing of five existing rinks with other miscellaneous rink repairs. An assessment of the rink appurtenances will need to be completed to determine replacement priority. The rink located at Northport Park will be further evaluated with the Northport Park improvements and master planning being conducted in connection with the Northport School rehabilitation. Irrigation Systems Rehabilitation and Replacements The City's Irrigation systems are located as follows: Evergreen Park, Centennial Park, Northport Park, Grandview Park, 69 Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway, 53r Avenue (Belview area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed rehabilitation estimate includes rehabilitation of the Evergreen Park and the 60 Avenue systems, which were installed in 1986 and 1989, respectively. Centennial Park Softball Field Re- grading Improvements The Centennial Park softball fields experience settlement due to the underlying organic soils. Over the years, settlement has occurred approximately one foot. This is evident in the fact that the light base foundations within the ball field areas have generally held their original elevations and are higher than the surrounding ground. Due to the proximity to Shingle Creek and the low lying areas, this settlement causes increased flooding and drainage issues. The proposed plan includes raising the ball fields one to two feet and replacement of any necessary appurtenances including irrigation systems, draintile, fences and bituminous /concrete trails and other paved areas. Project Summaries P a g e 145 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] Miscellaneous Projects and Improvements Freeway Boulevard and Shingle Creek Parkway Intersection Improvements The intersection was identified in a traffic impact study performed for the FBI site as needing improvements to accommodate the increased traffic once the FBI site is occupied. Improvements include converting and/or constructing a dual left turn lane (eastbound to southbound), interconnecting the signal system with the adjacent signal systems and optimizing the operation of the system. Highway 100 Bridge at CR10 /CR57 Improvements The existing roadway bridge is owned and maintained by the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this bridge deck to be replaced in 2013. . The existing bridge deck consists of approximately 5 -foot sidewalks on each side. The sidewalk on the south side of the bridge is proposed to be widened to approximately 12 -feet as part of the joint trail extension project from Shingle Creek Parkway to the Mississippi River trail. The City is working with Mn/DOT, Hennepin County and the Three Rivers Park District to implement this reconfiguration of the roadway and pedestrian lane usage on the available proposed deck width. The majority of the funding for the bridge deck replacement is proposed to come from Mn/DOT. There amount includes an amount to replace the existing bridge deck under its current configuration. The changes to obtain a trail on the south side of the bridge is proposed to be shared by the Hennepin County, Three Rivers Park District and the City. Brooklyn Boulevard Corridor Reconstruction /Complete Street Improvements Brooklyn Boulevard from I -94 to the southerly City limits 49 Avenue is a Hennepin County roadway Y tY ( ) P tY Y (County Road 152) under their jurisdiction. The County has a portion of Brooklyn Boulevard from I -94 to Highway 100 planned for reconstruction in 2016. Currently the City is undertaking a corridor study for this section of roadway within the City of Brooklyn Center to evaluate necessary improvements including roadway, trail, streetscaping, intersection, access, development and transit improvements. This study will be used to create a vision, develop a preferred alternative layout, identify costs for the improvements, and develop funding strategies for the improvements. The funding partnership and proportions are to be determined in the future but are anticipated to include federal funding, Hennepin county funding and City funding. Project Summaries Page 146 2012 -2026 Capital Improvement Program [DRAFT— 8/10/11 revision] City of Brook&n Center 2012 Budget FUND: Capital Improvements Fund — 40100 DEPT /ACTIVITY /PROJECT: Capital Improvements Fund — 40100 PROFILE The Capital Improvements Fund provides for the accounting of sources (revenues) and uses (expenditures) of monies available from a number of sources such as the General Fund, enterprise funds and public utility funds. Available funds are used to finance government building and park improvements and to purchase land for public uses such as parks or other public facilities. PROJECTS AND PROGRAMS The City's Capital Improvement Program (CIP) includes a multi -year projection of capital improvement needs for the park system. Projects proposed for 2012 as part of the CIP include the following: • Evergreen Park Fence and Court Reconstruction • Evergreen Park Athletic Field Lighting Replacement • Centennial Park Youth Soccer Field • Orchard Lane Park Shelter and Improvements In order to provide proper cash flows for this fund it is suggested that the following strategy be continued and increased from 2011. The contribution from the BC Liquor Fund to the Capital Improvements Fund should be increased from $ 160,000 per year to $200,000. DEPARTMENTAL GOALS Continue making park improvements in accordance with the multi -year plan and maintain and improve public facilities to provide for adequate function and accessibility to all. PERSONNEL LEVELS No personnel are assigned to this division. CAPITAL OUTLAY Projects as noted above and listed in the 2012 Capital Improvement Program. 47 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 7/31/2011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code / Description Amount Amount Budget Actual Budget Budget 40100 CAPITAL IMPROVEMENTS FUND 40100 CAPITAL IMPROVEMENTS FUND 4000 REVENUES AND EXPENSES 4001 REVENUES 4300 INTERGOVERNMENTAL REVENUE 4310 FEDERAL REVENUE 4320 MISC FEDERAL GRANTS 4,755- 4310 FEDERAL REVENUE 4,755 4340 STATE REVENUE 4370 OTHER GRANTS /AID 4300 INTERGOVERNMENTAL REVENUE 4,755- 4599 MISCELLANEOUS REVENUE 4600 MISCELLANEOUS REVENUE 4603 INTEREST EARNINGS 2,840- 574- 250- 564- 4605 UNREALIZED INVESTMENT GAINILOS 115- 929 4606 OTHER REVENUE 263- 4600 MISCELLANEOUS REVENUE 2,955- 92 250- 564 4599 MISCELLANEOUS REVENUE 2,955- 92 250 - 564 4900 OTHER FINANCING SOURCES 4915 TRANSFERS IN 9,138- 280,355- 300,000- 4915.1 TRANSFERS FROM LIQUOR FUND 265,490- 230,199- 160,000- 200,000- 200,000 - 4915.2 TRANSFERS IN FROM GENERAL FUND 115,900- . 4921 REFUNDS & REIMBURSEMENTS 188- 4900 OTHER FINANCING SOURCES 274,815- 626,454 460,000- 200,000- 200,000 - 4001 REVENUES 277,771- 626,362- 460,250- 5,318- 200,000- 200,000- . 6001 EXPENDITURES /EXPENSES 6099 PERSONAL SERVICES 6100 WAGES AND SALARIES 6120 RETIREMENT CONTRIBUTIONS 6150 WORKER'S COMPENSATION 6199 SUPPLIES 6210 OPERATING SUPPLIES 6220 REPAIR & MAINT SUPPLIES 6240 SMALL TOOLS & MINOR EQUIPMENT 6242 MINOR EQUIPMENT 684 6240 SMALL TOOLS & MINOR EQUIPMENT 684 6199 SUPPLIES 684 6299 OTHER CHARGES & SERVICES 6300 PROFESSIONAL SERVICES 6302 ARCH, ENG & PLANNING 1,323 9,019 6307 PROFESSIONAL SERVICES 132 3,242 6300 PROFESSIONAL SERVICES 1,454 12,262 6330 TRANSPORTATION 48 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 7/31/2011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code / Description Amount Amount Budget Actual Budget Budget 6340 ADVERTISING 6342 LEGAL NOTICES 908 328 6340 ADVERTISING 908 328 6350 PRINTING AND DUPLICATING 6360 INSURANCE 6380 UTILITY SERVICES 6400 REPAIR & MAINT SERVICES 6410 RENTALS 6420 IS SERVICES /LICENSES /FEES 6440 OTHER EXPENSES 6470 TRANSFERS AND OTHER USES 6472 ENGINEERING SERVICE TRANSFER 3,390 18,661 6470 TRANSFERS AND OTHER USES 3,390 18,661 6299 OTHER CHARGES & SERVICES 5,752 31,251 6500 CAPITAL OUTLAY 6501 CAPITAL OUTLAY 6520 BUILDINGS & FACILITIES 22,311 6530 IMPROVEMENTS 462,732 549,534 350,000 38,852 315,000 315,000 6501 CAPITAL OUTLAY 485,043 549,534 350,000 38,852 315,000 315,000 6602 OTHER DEBT - PRINCIPAL 100,000 6612 OTHER DEBT - INTEREST 6,000 6500 CAPITAL OUTLAY 485,043 549,534 456,000 38,852 315,000 315,000 6001 EXPENDITURES /EXPENSES 491,479 580,785 456,000 38,852 315,000 315,000 4000 REVENUES AND EXPENSES 213,708 45,577- 4,250- 33,533 115,000 115,000 40100 CAPITAL IMPROVEMENTS FUND 213,708 45,577- 4,250- 33,533 115,000 115,000 40100 CAPITAL IMPROVEMENTS FUND 213,708 45,577- 4,250- 33,533 115,000 115,000 49 City of Brooklyn Center Capital Improvements Fund Cash Flows Analysis Actual Estimated Proposed Projected Projected Projected Projected 2010 2011 2012 2013 2014 2015 2016 Revenues Transfer in General Fund $ 326,701 $ - $ - $ - $ - $ - $ - Transfer in Liquor Fund $ 230,199 $ 160,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 Interfund Revenue /Loans $ 69,553 $ $ - $ - $ - $ - $ - Debt Payment Golf Course $ - $ - $ - $ - $ - $ - $ - Misc Revenue $ (92) $ 250 $ - $ - $ $ - $ - Total Revenues $ 626,361 $ 160,250 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - Supplies $ - $ - $ - $ - $ - $ - $ - o Services $ 314,831 $ - $ - $ - $ - $ - $ - ` Depreciation $ - $ - $ - $ - $ - $ - $ - Debt Service / Interfund Loans $ - $ - $ - $ - $ - $ - $ - Total Expenditures $ 314,831 $ - $ - $ - $ - $ - $ - Capital Outlay $ 265,963 $ 350,000 $ 315,000 $ 27,000 $ 132,000 $ 140,000 $ 540,000 Total Cash Requirement $ 580,794 $ 350,000 $ 315,000 $ 27,000 $ 132,000 $ 140,000 $ 540,000 Beginning Cash Balance $ 319,125 $ 352,919 $ 163,169 $ 48,169 $ 221,169 $ 289,169 $ 349,169 Changes in Assets /Liabilities $ (11,773) Revenues $ 626,361 $ 160,250 $ 200,000 $ 200,000 $ 200,000 $ 200,000 $ 200,000 Expenditures $ (580,794) $ (350,000) $ (315,000) $ (27,000) $ (132,000) $ (140,000) $ (540,000) Depreciation Add -Back $ - $ - $ - $ - $ - $ - $ - Ending Cash Balance $ 352,919 $ 163,169 $ 48,169 $ 221,169 $ 289,169 $ 349,169 $ 9,169 City Brooklyn Center Capital Improvements Fund Cash Flows Analysis Actual Estimated Proposed 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 Revenues Transfer in General Fund $ 326,701 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Transfer in Liquor Fund $ ' 230,199 $ 160,000 $ 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 $ 200,000 Interfund Revenue /Loans $ 69,553 $ - $ - $ - $ - $ - $ - $ - $ - $' $ - $ - $ - $ - $ - $ - $ - Debt Payment Golf Course $ - $ - $ $ - $ $ - $ - $ $ $ $ $ $ - $ $ $ - $ - Misc Revenue $ (92) $ 250 $ $ - $ $ - $ - $ - $ $ $ $ $ - $ $ $ - $ - Total Revenues $ 626,361 $ 160,250 $ 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 $ 200,000 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - Supplies $ - $ - $ $ - $ $ $ $ $ - $ $ $ $ $ $ $ $ - Services $ 314,831 $ $ $ - $ - $ $ $ $ - $ - $ - $ $ - $ $ $ $ - Depreciation $ - $ $ $ - $ - $ $ - $ $ - $ $ - $ $ - $ $ $ $ - Debt Service /Interfund Loans $ - $ $ $ $ - $ $ - $ $ $ $ - $ $ - $ $ $ $ - Total Expenditures $ 314,831 $ $ - $ $ $ $ - $ $ - $ $ - $ $ - $ $ $ $ - Capital Outlay $ 265,963 $ 350,000 $ 315,000 $ 27,000 $ 132,000 $ 140,000 $ 540,000 $ 130,000 $ 98,000 $ 203,000 $ 207,000 $ 211,000 $ 180,000 $ $ $ - $ 565,000 Total Cash Requirement $ 580,794 $ 350,000 $ 315,000 $ 27,000 $ 132,000 $ 140,000 $ 540,000 $ 130,000 $ 98,000 $ 203,000 $ 207,000 $ 211,000. $ 180,000 $ $ $ - $ 565,000 Beginning Cash Balance $ 319,125 $ 352,919 $ 163,169 $ 48,169 $ 221,169 $ 289,169 $ 349,169 $ 9,169 $ 79,169 $ 181,169 $ 178,169 $ 171,169 $ 160,169 $ 180,169 $ 380,169 $ 580,169 $ 780,169 Changes in Assets /Liabilities $ (11,773) Revenues $ 626,361 $ 160,250 $ 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 $ 200,000 Expenditures $ (580,794) $ (350,000) $ (315,000) $ (27,000) $ (132,000) $ (140,000) $ (540,000) $ (130,000) $ (98,000) $ (203,000) $ (207,000) $ (211,000) $ (180,000) $ - $ - $ - $ (565,000) Depreciation Add -Back $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - Ending Cash Balance $ 352,919 $ 163,169 $ 48,169 $ 221,169 $ 289,169 $ 349,169 $ 9,169 $ 79,169 $ 181,169 $ 178,169 $ 171,169 $ 160,169 $ 180,169 $ 380,169 $ 580,169 $ 780,169 $ 415,169 Assumptions: Interest on Interfund Loans is 2% Expenditures Capital outlay is from the 2012 CIP City of BrookCyn Center 2012 Budget FUND: Municipal State Aid Construction Fund — 40200 DEPT /ACTIVITY/PROJECT: Municipal State Aid Construction — 40200 PROFILE The Municipal State Aid Fund is used to account for monies received from the State as a portion of shared taxes collected from gasoline taxes. From this fund, the City is permitted to pay for certain construction and maintenance activities. PROJECTS AND PROGRAMS Several projects are scheduled in the Capital Improvement Program (CIP) for the period of 2012 through 2026. Municipal State Aid allotment payments from Mn/DOT provide funding for maintenance and reconstruction of MSA designated routes within the City. DEPARTMENTAL GOALS • Systematically maintain and rehabilitate as necessary the system of State Aid Streets in accordance with state requirements. EXPENDITURE DETAILS 6224 Street Maintenance Materials This item represents the bulk of the materials used to maintain streets designated as municipal state aid routes. Materials include: hot mix, cold mix, road oil, crack sealant, sand, rock and concrete. 6226 Signs and Striping Material Includes the cost of upgrading sign materials pertaining to current retroreflectivity standards, posts, preformed pavement markings, paint, etc., used for fabricating and installing signs and pavement markings on streets designated as municipal state aid routes. 6404 Street Maintenance Services Provides for annual sealcoating on streets designated as municipal state aid routes. Project areas are forecast over the next five years using a GIS database in conjunction with the street reconstruction program. Costs in this area have also increased due to increases in price for bituminous products. 6530 Improvements Capital infrastructure improvements for street reconstruction as identified in the Capital Improvement Program. Because the Unity Avenue and Logan Neighborhood projects were combined in 2011 there are no major Improvement projects scheduled for 2012. CAPITAL OUTLAY Projects as noted in the 2012 Capital Improvement Program. 51 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 7/31/2011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code/ Description Amount Amount Budget Actual Budget Budget 40200 MUNICIPAL STATE AID CONSTRUCT 40200 MUNICIPAL STATE AID CONSTRUCT 4000 REVENUES AND EXPENSES 4001 REVENUES 4300 INTERGOVERNMENTAL REVENUE 4340 STATE REVENUE 4343 MUNICIPAL STATE AID, STREETS -M 90,000- 90,000- 90,000- 90,000- 90,000- 90,000- 4344 MUNICIPAL STATE AID, STREETS -C 709,455- 1,448,939- 688,973- 832,400 737,702- 737,702 - 4340 STATE REVENUE 799,455- 1,538,939- 778,973- 742,400 827,702- 827,702- 4360 COUNTY GRANTS 4362 COUNTY GRANTS /AID 40,017- 4360 COUNTY GRANTS 40,017- . 4370 OTHER GRANTS /AID 4300 INTERGOVERNMENTAL REVENUE 839,472- 1,538,939- 778,973- 742,400 827,702- 827,702- . 4599 MISCELLANEOUS REVENUE 4600 MISCELLANEOUS REVENUE 4603 INTEREST EARNINGS 6,993- 233- 8- 4605 UNREALIZED INVESTMENT GAIN /LOS 262- 4600 MISCELLANEOUS REVENUE 7,255- 233- 8- 4599 MISCELLANEOUS REVENUE 7,255- 233- 8- 4900 OTHER FINANCING SOURCES 4001 REVENUES 846,727- 1,539,172- 778,973- 742,393 827,702- 827,702- 6001 EXPENDITURES /EXPENSES 6099 PERSONAL SERVICES 6100 WAGES AND SALARIES 6120 RETIREMENT CONTRIBUTIONS 6150 WORKER'S COMPENSATION 6199 SUPPLIES l 6210 OPERATING SUPPLIES 6220 REPAIR & MAINT SUPPLIES 6224 STREET MAINT MATERIALS 28,594 32,015 32,000 22,977 32,000 32,000 6226 SIGNS & STRIPING MATERIALS 4,785 10,827 10,800 10,800 10,800 6220 REPAIR & MAINT SUPPLIES 33,379 42,842 42,800 22,977 42,800 42,800 6199 SUPPLIES 33,379 42,842 42,800 22,977 42,800 42,800 6299 OTHER CHARGES & SERVICES 6300 PROFESSIONAL SERVICES 6330 TRANSPORTATION 6340 ADVERTISING 6400 REPAIR & MAINT SERVICES 52 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 7/31/2011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code / Description Amount Amount Budget Actual Budget Budget 6404 STREET MAINT SERVICES 71,052 86,641 47,200 6,258 47,200 47,200 6400 REPAIR & MAINT SERVICES 71,052 86,641 47,200 6,258 47,200 47,200 6440 OTHER EXPENSES 6470 TRANSFERS AND OTHER USES 6476 CAPITAL PROJECT FUND TRANSFER 983,000 6470 TRANSFERS AND OTHER USES 983,000 6299 OTHER CHARGES &SERVICES 71,052 86,641 1,030,200 6,258 47,200 47,200 6500 CAPITAL OUTLAY 6501 CAPITAL OUTLAY 6530 IMPROVEMENTS 725,626 1,448,176 6501 CAPITAL OUTLAY 725,626 1,448,176 6500 CAPITAL OUTLAY 725,626 1,448,176 6001 EXPENDITURES /EXPENSES 830,056 1,577,659 1,073,000 29,235 90,000 90,000 4000 REVENUES AND EXPENSES 16,671- 38,487 294,027 771,628 737,702- 737,702- 40200 MUNICIPAL STATE AID CONSTRUCT 16,671- 38,487 294,027 771,628 737,702- 737,702 - 40200 MUNICIPAL STATE AID CONSTRUCT 16,671- 38,487 294,027 771,628 737,702- 737,702- 53 Mr City of Brooklyn Center Municipal State Aid (MSA) Fund Cash Flows Analysis Actual Estimated Proposed Projected Projected Projected Projected 2010 2011 2012 2013 2014 2015 2016 Revenues Fund Transfer $ $ - $ - $ - $ - $ - $ - MSAAllotment $ 1,538,939 $ 778,973 $ 827,702 $ 825,000 $ 825,000 $ 825,000 $ 825,000 Misc. Operating $ - $ - $ - $ - $ - $ - $ - Misc. Non - operating (Interest) $ 233 $ 3,866 $ - $ 6,103 $ 3,574 $ 5,882 $ (19) Total Revenues $ 1,539,172 $ 782,839 $ 827,702 $ 831,103 $ 828,574 $ 830,882 $ 824,981 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - Supplies $ 42,842 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 Services $ 86,641 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 Depreciation $ - $ - $ - $ - $ - $ - $ - �n Debt Service $ - $ - $ - $ - $ - $ - $ - Total Expenditures $ 129,483 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 Capital Outlay $ 1,448,176 $ 983,000 $ - $ 1,247,000 $ 277,000 $ 1,921,000 $ 264,000 Total Cash Requirement $ 1,577,659 $ 1,073,000 $ 90,000 $ 1,337,000 $ 367,000 $ 2,011,000 $ 354,000 Beginning Cash Balance $ 823,036 $ 773,112 $ 482,951 $ 1,220,653 $ 714,756 $ 1,176,330 $ (3,789) Changes in Assets /Liabilities $ (11,437) $ - $ - $ - $ - $ - $ - Revenues* $ 1,539,172 $ 782,839 $ 827,702 $ 831,103 $ 828,574 $ 830,882 $ 824,981 Expenditures $ (1,577,659) $ (1,073,000) $ (90,000) $ (1,337,000) $ (367,000) $ (2,011,000) $ (354,000) Depreciation Add -Back $ - $ - $ - $ - $ - $ - $ - Ending Cash Balance $ 773,112 $ 482,951 $ 1,220,653. $ 714,756 $ 1,176,330 $ (3,789) $ 467,192 City of Brooklyn Center Municipal State Aid (MSA) Fund Cash Flows Analysis Actual Estimated Proposed 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 202 2022 2023 2024 2025 2026 Revenues Fund Transfer $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - MSA Allotment $ 1,538,939 $ 778,973 $ 827,702 $ 825,000 $ 825,000 $ 825,000 $ 825,000 $ 825,000 $ . 825,000 $ 825,000 $ 825,000 $ 825,000 $ 825,000 $ 825,000 $ 825,000 $ 825,000 $ 825,000 Misc. Operating $ - $ - $ - $ - $ - $ - $ - $ - $ - $ 1 - $ - $ - $ - $ - $ - $ - $ - Misc. Non - operating (Interest) $ 233 $ 3,866 $ - $ 6,103 $ 3,574 $ 5,882 $ (19) $ 2,336 $ (77) $ 1,572 $ 5,255 $ 2,056 $ 5,742 $ ' 9,445 $ 11,163 $ 13,655 $ 15,139 Total Revenues $ 1,539,172 $ 782,839 $ 827,702 $ 831,103 $ 828,574 $ 830,882 $ 824,981 $ 827,336 $ 824,923 $ 826,572 $ 830,255 $ 827,056 $ 830,742 $ 834,445 $ 836,163 $ 838,655 $ 840,139 Expenditures Personal Services $ - $ - $ $ - $ - $ - $ $ - $ - $ $ - $ - $ - $ - $ - $ - $ - Supplies $ 42,842 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 $ 25,000 Services $ 86,641 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 $ 65,000 Depreciation $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ Debt Service $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ - $ - Total Expenditures $ 129,483 $. 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 $ 90,000 Capital Outlay $ 1,448,176 $ 983,000 $ - $ 1,247,000 $ 277,000 $ 1,921,000 $ 264,000 $ 1,220,000 $ 405,000 $ - $ 1,380,000 $ - $ - $ 401,000 $ 247,591 $ 452,000 $ 688,000 Total Cash Requirement $ 1,577,659 $ 1,073,000 $ 90,000 $ 1,337,000 $ 367,000 $ 2,011,000 $ 354,000 $ 1,310,000 $ 495,000 $ 90,000 $ 1,470,000 $ 90,000 $ 90,000 $ 491,000 $ 337,591 $ 542,000 $ 778,000 Beginning Cash Balance $ 823,036 $ 773,112 $ 482,951 $ 1,220,653 $ 714,756 $ 1,176,330 $ (3,789) $ 467,192 $ (15,472) $ 314,451 $ 1,051,023 $ 411,278 $ 1,148,335 $ 1,889,076 $ 2,232,522 $ 2,731,093 $ 3,027,749 Changes in Assets /Liabilities $ (11,437) $ - $ $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Revenues` $ 1,539,172 $ 782,839 $ 827,702 $ 831,103 $ 828,574 $ 830,882 $ 824,981 $ 827,336 $ 824,923 $ 826,572 $ 830,255 $ 827,056 $ 830,742 $ 834,445 $ 836,163 $ 838,655 $ 840,139 Expenditures $ (1,577,659) $ (1,073,000) $ (90,000) $ (1,337,000) $ (367,000) $ (2,011,000) $ (354,000) $ (1,310,000) $ (495,000) $ (90,000) $ (1,470,000) $ (90,000) $ (90,000) $ (491,000) $ (337,591) $ (542,000) $ (778,000) Depreciation Add -Back $ - $ - $ - $ $ - $ - $ - $ $ $ $ - $ - $ - $ - $ - $ - $ Ending Cash Balance $ 773,112 $ 482,951 $ 1,220,653 $ 714,756 $ 1,176,330 $ (3,789) $ 467,192 $ (15,472) $ 314,451 $ 1,051,023 411,278 $ 1,148,335 $ 1,889,076 $ 2,232,522 _$ 2,731,093 $ 3,027,749 $ 3,089,888 Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation. Revenues Allotment of MSA from the State will not change appreciably without major changes in the gas tax or in the alotment of gas tax between ciites Expenditures Capital outlay is from the 2012 CIP I City of Brook&n Center 2012 Budget FUND: Street Reconstruction Fund - 40900 . DEPT /ACTIVITY /PROJECT: Street Reconstruction Fund — 40900 PROFILE This fund exists for the accounting of revenues used for the reconstruction of streets. A majority of the revenue for this fund is derived from franchise fees. i PERSONNEL LEVELS No ersonnel are assigned to this activity p � CAPITAL OUTLAY Projects as noted and listed in the 2012 Capital Improvement Program. 55 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 7/31/2011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code / Description Amount Amount Budget Actual Budget Budget 40900 STREET RECONSTRUCTION 40900 STREET RECONSTRUCTION 4000 REVENUES AND EXPENSES 4001 REVENUES 4050 TAXES 4160 GENERAL SALES AND USE TAXES 4181 FRANCHISE FEES 656,772- 647,796- 680,000- 233,079- 680,000- 680,000- 4160 GENERAL SALES AND USE TAXES 656,772- 647,796- 680,000- 233,079- 680,000- 680,000 4050 TAXES 656,772- 647,796- 680,000- 233,079- 680,000- 680,000 - 4599 MISCELLANEOUS REVENUE 4600 MISCELLANEOUS REVENUE 4603 INTEREST EARNINGS 17,047- 8,142- 3,637- 3,835- 2,000- 2,000- 4605 UNREALIZED INVESTMENT GAIN /LOS 705- 3,880 4600 MISCELLANEOUS REVENUE 17,751- 4,262- 3,637- 3,835- 2,000- 2,000- 4599 MISCELLANEOUS REVENUE 17,751- 4,262- 3,637- 3,835- 2,000- 2,000 - 4900 OTHER FINANCING SOURCES 4001 REVENUES 674,523 652,058- 683,637- 236,914- 682,000- 682,000- 6001 EXPENDITURES /EXPENSES 6299 OTHER CHARGES & SERVICES 6470 TRANSFERS AND OTHER USES 6482 MISC TRANSFER OUT 6,349 6470 TRANSFERS AND OTHER USES 6,349 6490 OTHER MISC COSTS/EXPENSES 6299 OTHER CHARGES & SERVICES 6,349 6500 CAPITAL OUTLAY 6501 CAPITAL OUTLAY 6530 IMPROVEMENTS 643,676 592,575 2,006,000 6501 CAPITAL OUTLAY 643,676 592,575 2,006,000 6500 CAPITAL OUTLAY 643,676 592,575 2,006,000 6001 EXPENDITURES /EXPENSES 650,025 592,575. 2,006,000 4000 REVENUES AND EXPENSES 24,498- 59,483- 1,322,363 236,914- 682,000- 682,000- 40900 STREET RECONSTRUCTION 24,498- 59,483- 1,322,363 236,914- 682,000- 682,000- 40900 STREET RECONSTRUCTION 24,498- 59,483- 1,322,363 236,914- 682,000- 682,000 - 56 City of Brooklyn Center Street Reconstruction Fund Cash Flows Analysis 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 2024 Revenues Fund Transfer $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Franchise Fees $ 656,772 $ 680,000 $ 680,000 $ . 680,000 $ 700,000 $ 700,000 $ 700,000 $ 720,000 $ 720,000 $ 720,000 $ 745,000 $ 745,000 $ 745,000 $ 765,000 $ 765,000 $ 765,000. $ 788,000 Misc. Operating $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Misc. Non - operating $ 17,751 $ 8,902 $ 3,637 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Revenues $ 674,523 $ 688,902 $ 683,637 $ 680,000 $ 700,000 $ 700,000 $ 7'00,000 $ 720,000 $ 720,000 $ 720,000 $ 745,000 $ 745,000 $ 745,000 $ 765,000 $ 765,000 $ 765,000 $ 788,000 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Supplies $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Services $ 6,945 $ 7,153 $ 7,368 $ 7,589 $ 7,817 $ 8,051 $ 8,293 $ 8,541 $ 8,798 $ 9,062 $ 9,333 $ 9,614 $ 9,902 $ 10,199 $ 10,505 $ 10,820 $ 11,145 Depreciation $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ - $ - Debt Service $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Expenditures $ 6,945 $ 7,153 $ 7,368 $ 7,589 $ 7,817 $ 8,051 $ 8,293 $ 8,541 $ 8,798 $ 9,062 $ 9,333 $ 9,614 $ 9,902 $ 10,199 $ 10,505 $ 10,820 $ 11,145 Capital Outlay $ 643,080 $ 1,503,000 $ 2,006,000 $ - $ 866,000 $ 1,062,000 $ 1,040,000 $ 660,000 $ 700,000 $ 1,050,000 $ 1,025,000 $ 950,000 $ 165,000 $ 215,000 $ 731,200 $ 844,517 $ 884,000 Total Cash Requirement $ 650,025 $ 1,510,153 $ 2,013,368 $ 7,589 $ 873,817 $ 1,070,051 $ 1,048,293 $ 668,541 $ 708,798 $ 1,059,062 $ 1,034,333 $ 959,614 $ 174,902 $ 225,199 $ 741,705 $ 855,337 $ 895,145 Beginning Cash Balance $ 1,398,617 $ 1,780,309 $ 727,442 $ (602,289) $ 70,122 $ (103,694) $ (473,745) $ (822,038) $ (770,580) $ (759,377) $ (1,098,439) $ (1,387,772) $ (1,602,386) $ (1,032,288) $ (492,487) $ (469,192) $ (559,529) Changes in Assets/Liabilities $ 357,194 $ (231,615) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Revenues* $ 674,523 $ 688,902 $ 683,637 $ 680,000 $ 700,000 $ 700,000 $ 700,000 $ 720,000 $ 720,000 $ 720,000 $ 745,000 $ 745,000 $ 745,000 $ 765,000 $ 765,000 $ 765,000 $ 788,000 Expenditures $ (650,025) $ (1,510,153) $ (2,013,368) $ (7,589) $ (873,817) $ (1,070,051) $ (1,048,293) $ (668,541) $ (708,798) $ (1,059,062) $ (1,034,333) $ (959,614) $ (174,902) $ (225,199) $ (741,705) $ (855,337) $ (895,145) Depreciation Add -Back $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Ending Cash Balance $ 1,780,309 $ 727,442 $ (602,289) $ 70,122 $ (103,694) $ (473,745) $ (822,038) $ (770,680) $ (759,377) $ (1,098,439) $ (1,387,772) $ (1,602,386) $ (1,032,288) $ (492,487) $ (469,192) $ (559,529) $ (666,673) 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 2011 CIP Options for Street Reconstruction Fund: 2012 — 2026 • Increase the assessment amount for each property in the project • Use LGA as available • Extend the reconstruction program past 2021 • Collect property tax levy to pay bonds sold for project completion Principal Payments Interest Payments Year of Sale 2013 2016 Principal Amount $ 2,200,000 $ 1,850,000 Interest Rate 3.25% 3.25% Amortization 10 years 10 years Total Levy Interest Onl 2014 220,000.00 - 71,500.00 - 291,500.00 71 2015 220,000.00 - 64,350.00 - 284,350.00 64,350.00 2016 220,000.00 - 57,200.00 - 277,200.00 57 2017 220,000.00 185,000.00 50,050.00 60,125.00 515,175.00 110,175.00 2018 220,000.00 185,000.00 42,900.00 54,112.50 502,012.50 97,012.50 2019 220,000.00 185,000.00 35,750.00 48,100.00 488,850.00 83,850.00 2020 220,000.00 185,000.00 28,600.00 42,087.50 475,687.50 70,687.50. 2021 220,000.00 185,000.00 21,450.00 36,075.00 462,525.00 57,525.00 2020 220,000.00 185,000.00 14,300.00 30,062.50 449,362.50 44,362.50 00 2023 220,000.00 185,000.00 7,150.00 24,050.00 436,200.00 31,200.00 2024 185,000.00 - 18,037.50 203,037.50 18,037.50 2025 - 185,000.00 - 12,025.00 197,025.00 12,025.00 2026 - 185,000.00 - 6,012.50 191,012.50 6,012.50 2,200,000.00 1,850,000.00 393,250.00 330,687.50 4,773,937.50 723,937.50 I City of Brooklyn Center Street Reconstruction Fund Cash Flows Analysis Actual Estimated Proposed Projected Projected Projected Projected 2010 2011 2012 2013 2014 2015 2016 Revenues Fund Transfer $ - $ - $ - $ - $ - $ - $ - Franchise Fees $ 647,796 $ 680,000 $. 680,000 $ 700,000 $ 700,000 $ . 700,000 $ 720,000 Debt Service Levy $ - $ - $ - $ - $ 291,500 $ 284,350 $ 277,200 Bond Proceeds (net) $ - $ - $ - $ 2,050,000 $ - $ - $ 1,750,000 Misc. Operating $ - $ - $ - $ - $ $ $ Misc. Non - operating $ 4,262 $ 3,637 $ 2,000 $ - $ $ - $ - Total Revenues $ 652,058 $ 683,637 $ 682,000 $ 2,750,000 $ 991,500 $ 984,350 $ 2,747,200 Expenditures Personal Services $ - $ - $ - $ - $ - $ $ - Supplies $ - $ - $ - $ - $ - $ - $ - Services $ - $ - $ - $ - $ - $ $ Depreciation $ - $ - $ - $ - $ - $ $ Bond Principal $ - $ - $ - $ - $ 220,000 $ 220,000 $ 220,000 Debt Service $ - $ - $ - $ - $ 71,500 $ 64,350 $ 57,200 Total Expenditures $ - $ - $ - $ - $ 291,500 $ 284,350 $ 277,200 Capital Outlay $ 1,202,000 $ 2,150,011 $ $ 1,025,000 $ 1,764,000 $ 1,413,000 $ 1,099,000 Total Cash Requirement $ 1,202,000 $ 2,150,011 $ - $ 1,025,000 $ 2,055,500 $ 1,697,350 $ 1,376,200 Beginning Cash Balance $ 1,780,309 $ 998,752 $ (467,622) $ 214,378 $ 1,939,378 $ 875,378 $ 162,378 Changes in Assets /Liabilities $ (231,615) $ - $ - $ - $ - $ - $ - Revenues* $ 652,058 $ 683,637 $ 682,000 $ 2,750,000 $ 991,500 $ 984,350 $ 2,747,200 Expenditures $ (1,202,000) $ (2,150,011) $ - - $ (1,025,000) $ (2,055,500) $ (1,697,350) $ (1,376,200) Depreciation Add -Back $ - $ $ - $ - $ - $ - $ - Ending Cash Balance $ .998,752 $ (467,622) $ 214,378 $ 1,939,378 $ 875,378 $ 162,378 $ 1,533,378 Bond Sale $ 2,200,000 $ 1,850,000 This page has been left blank intentionally. 60 City of Brooklyn Center Street Reconstruction Fund Cash Flows Analysis - Actual Estimated Proposed 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 Revenues Fund Transfer $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ $ - $ - $ - Franchise Fees $ 647,796 $ 680,000 $ 680,000 $ 700,000 $ 700,000 $ 700,000 $ 720,000 $ 720,000 $ 720,000 $ 745,000 $ 745,000 $ 745,000 $ 765,000 $ 765,000 $ 765,000 $ 788,000 Debt Service Levy $ - $ - $ - $ $ 291,500 $ 284,350 $ 277,200 $ 515,175 $ 502,013 $ 488,850 $ 475,688 $ 462,525 $ 449,363 $ 436,200 $ 203,037 $ 197,025 Bond Proceeds (net) $ - $ - $ - $ 2,050,000 $ - $ $ 1,750,000 $ - $ - $ - $ - $ - $ - $ - $ $ - Misc. Operating $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ $ Misc. Non- operating $ 4,262 $ 3,637 $ 2,000 $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Total Revenues $ 652,058 $ 683,637 $ 682,000 $ 2,750,000 $ 991,500 $ 984,350 $ 2,747,200 $ 1,235,175 $ 1,222,013 $ 1,233,850 $ 1,220,688 $ 1,207,525 $ 1,214,363 $ 1,201,200 $ 968,037 $ 985,025 Expenditures Personal Services $ - $ $ - $ - $ $. - $ - $ - $ $ - $ $ - $ - $ - $ - $ Supplies $ - $ - $ - $ $ - $ - $ - $ - $ - $ - $ $ - $ - $ - $ - $ - Services $ $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ Depreciation $ $ - $ - $ - $ - $ - $ - $ $ - $ $ $ - $ - $ - $ - $ - Bond Principal $ - $ - $ - $ - $ 220,000 $ 220,000 $ 220,000 $ 405,000 $ 405,000 $ 405,000 $ 405,000 $ 405,000 $ 405,000 $ 405,000 $ 185,000 $ 185,000 Debt Service $ - $ - $ - $ - $ 71,500 $ 64,350 $ 57,200 $ 110,175 $ 97,013 $ 83,850 $ 70,688 $ 57,525 $ 44,363 $ 31,200 $ 18 $ 12,025 Total Expenditures $ $ - $ - $ . - $ 291,500 $ 284,350 $ 277,200 $ 515,175 $ 502,013 $ 488,850 $ 475,688 $ 462,525 $ 449,363 $ 436,200 $ 203,038 $ 197,025 Capital Outlay $ 1,202,000 $ 2,150,011 $ - $ 1,025,000 $ 1,764,000 $ 1,413,000 $ 1,099,000 $ 1,377,000 $ 1,447,000 $ 1,025,000 $ 950,000 $ 165,000 $ 215,000 $ 731,200 $ 844,517 $ 884,000 Total Cash Requirement $ 1,202,000 $ 2,150,011 $ - $ 1,025,000 $ 2,055,500 $ 1,697,350 $ 1,376,200 $ 1,892,175 $ 1,949,013 $ 1,513,850 $ 1,425,688 $ 627,525 $ 664,363 $ 1,167,400 $ 1,047,555 $ 1,081,025 Beginning Cash Balance $ 1,780,309 $ 998,752 $ (467,622) $ 214,378 $ 1,939,378 $ 875,378 $ 162,378 $ 1,533,378 $ 876,378 $ 149,378 $ (130,622) $ (335,622) $ 244,378 $ 794,378 $ 828,178 $ 748,660 Changes in Assets /Liabilities $ (231,615) $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - Revenues* $ 652,058 $ 683,637 $ 682,000 $ 2,750,000 $ 991,500 $ 984,350 $ 2,747,200 $ 1,235,175 $ 1,222,013 $ 1,233,850 $ 1,220,688 $ 1,207,525 $ 1,214,363 $ 1,201,200 $ 968,037 $ 985,025 Expenditures $ (1,202,000) $ (2,150,011) $ - $ (1,025,000) $ (2,055,500) $ (1,697,350) $ (1,376,200) $ (1,892,175) $ (1,949,013) $ (1,513,850) $ (1,425,688) $ (627,525) $ (664,363) $ (1,167,400) $ (1,047,555) $(1,081,025) Depreciation Add -Back $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ - $ $ - $ - $ Ending Cash Balance $ 998,752 $ (467,622) $ 214,378 $ 1,939,378 $ 875,378 $ 162,378 $ 1,533,378 $ 876,378 $ 149,378 $ (130,622) $ (335,622) $ 244,378 $ 794,378 $ 828,178 $ 748,660 $ 652,660 Bond Sale $ 2,200,000 $ 1,850,000 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 of Brook&n Center 2012 Budget FUND: Infrastructure Construction Fund — 40700 DEPT /ACTIVITY /PROJECT: Infrastructure Construction Fund — 40700 PROFILE The Infrastructure Construction Fund was formerly titled the Special Assessment Construction Fund and will continue to account for the financing of improvements funded all or in part by special assessments and transfers from the public utility funds. PROJECTS AND PROGRAMS Projects scheduled in 2012 are listed and described in the Capital Improvement Program section of the Budget. They include: • Storm Water Ponds Dredging and Restoration (Ponds 18 -001, 46 -001, 12 -002, 12 -003 and 12 -005) • Connections Shingle Creek Restoration Project • Earle Brown/Opportunity Street Light Replacement • 18" Trunk Sanitary Sewer Replacement — Shingle Creek Crossings DEPARTMENTAL GOALS • Reconstruct/rehabilitate streets and utilities to improve infrastructure. • Enhance the appearance of neighborhoods. • Work cooperatively with other agencies to solve mutual problems that affect the City's infrastructure. PERSONNEL LEVELS No personnel are assigned to this division. CAPITAL OUTLAY Projects listed in the 2012 Capital Improvement Program. 61 i This page has been left blank intentionally. 62 City of BrooQlyn Center 2012 Budget FUND: Technology Fund — 41000 DEPT/DIVISION /ACTIVITY: Technology Fund — 41000 PROFILE The Technology Fund was created to provide a mechanism to fund and to-plan for capital projects related to technology and for the acquisition and replacement of technology. DEPARTMENTAL GOALS To develop a plan for the replacement of major computer system components, to fund fiber optic connections to major City operating facilities, and to develop funding plans for other major systems such as radios. Over time the fund may evolve to provide a general mechanism to provide for the acquisition and replacement of computer hardware, software, and peripherals, in addition to radios and major computer system components. EXPENDITURE DETAILS 6243 Minor Computer Equipment d R l d Sch d H Server Hardware euee Replacements) I � p ) $ 5 City all Wireless Network Scheduled replacement of Z add 1 Y t p � ) 4,000 Account Total $ 9,250 6540 Equipment & Machinery Security Monitoring for City Hall & Community Center $ 50,000 Security Card Access for'City Hall & Community Center 35,000 Multifunction Printer /Scanner /Copier /Fax 18,000 WiMax Fiber Optic Infrastructure 65,000 Account Total $146,000 Pursuant to the City Council Resolution No. 2003 -219, the City Council must authorize expenditures from this fund through the adoption of specific expenditure authorization or approval of a plan for expenditures from this fund. PERSONNEL LEVELS None. 63 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 7131/2011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code / Description Amount Amount Budget Actual Budget Budget 41000 TECHNOLOGY FUND 41000 TECHNOLOGY FUND 4000 REVENUES AND EXPENSES 4001 REVENUES 4599 MISCELLANEOUS REVENUE 4600 MISCELLANEOUS REVENUE 4603 INTEREST EARNINGS 2,833- 576- 767- 206- 767- 767 - 4605 UNREALIZED INVESTMENT GAIN /LOS 102- 466 4600 MISCELLANEOUS REVENUE 2,935- 110- 767- 206- 767- 767- 4599 MISCELLANEOUS REVENUE 2,935- 110- 767- 206 767 -. 767- 4900 OTHER FINANCING SOURCES 4915 TRANSFERS IN 70,000- 70,000- 70,000- 70,000- 70,000- 4900 OTHER FINANCING SOURCES 70,000- 70,000- 70,000- 70,000- 70,000 4001 REVENUES 72,935- 70,110- 70,767- 206- 70,767- 70,767 - 6001 EXPENDITURES /EXPENSES 6199 SUPPLIES 6210 OPERATING SUPPLIES 6220 REPAIR & MAINT SUPPLIES 6240 SMALL TOOLS & MINOR EQUIPMENT 6243 MINOR COMPUTER EQUIPMENT 109,630 11,878 42,240 10,846 9,250 9,250 6240 SMALL TOOLS & MINOR EQUIPMENT 109,630 11,878 42,240 10,846 9,250 9,250 6199 SUPPLIES 109,630 11,878 42,240 10,846 9,250 9,250 6299 OTHER CHARGES & SERVICES 6300 PROFESSIONAL SERVICES 6307 PROFESSIONAL SERVICES 64,668 1,645 6300 PROFESSIONAL SERVICES 64,668 1,645 6340 ADVERTISING 6350 PRINTING AND DUPLICATING 6420 IS SERVICES /LICENSES /FEES 6421 SOFTWARE LICENSE 8,545 6422 SOFTWARE MAINT 940 6423 LOGIS CHARGES 432 6420 IS SERVICES /LICENSES /FEES 432 9,485 6470 TRANSFERS AND OTHER USES 6299 OTHER CHARGES & SERVICES 65,100 11,130 6500 CAPITAL OUTLAY 6501 CAPITAL OUTLAY 6540 EQUIPMENT & MACHINERY 67,385 142,250 145,000 40,797 146,000 146,000 6501 CAPITAL OUTLAY 67,385 142,250 145,000 40,797 146,000 146,000 64 CITY OF BROOKLYN CENTER Budget Report 2009 2010 2011 713112011 2012 2012 Actual Actual Final YTD Recommended Approved Object Code / Description Amount Amount Budget Actual Budget Budget 6500 CAPITAL OUTLAY 67,385 142,250 145,000 40,797 146,000 146,000 6001 EXPENDITURES /EXPENSES 242,115 165,258 187,240 51,643 155,250 15$,250 4000 REVENUES AND EXPENSES 169,180 95,148 116,473 51,437 84,483 84,483 41000 TECHNOLOGY FUND 169,180 95,148 116,473 51,437 84,483 84,483 " 41000 TECHNOLOGY FUND 169,180 95,148 116,473 51,437 84,483 84,483 65 City of Brooklyn Center - Technology Fund Budget - 2012 -2016 Requested Projected Projected Projected Projected 2012 2013 2014 2015 2016 BC-CHI 2009 25% General /25 %° Central Garage/25% EBHC /25% Technology Fund 1 750 1,855 BC -CH1 2009 25% General /25% Central Garage/25% EBHC /25% Enterprise Fund Central Garage) 1,750 1,855 BC -CH1 2009 25% General /25% Central Garage/25% EBHC /25% Enterprise Fund EBHC 1,750 1,855 BC -CH1 2009 25% General /25% Central Garage/25% EBHC /25% Enterprise Fund (Liquor) 1,750 1,855 BC -CH02 2010 Technology Fund 7,140 7,560 BC -PD01 2011 Technology Fund 7,280 BC -DM 2008 50% General 40% Enterprise EBHC 10% Liquor) Technology Fund 3,500 3,710 BC -DM 2008 50% General 40% Enterprise EBHC 10% Liquor) Enterprise Fund EBHC 2 2,968 BC -DM 2008 50% General 40% Enterprise EBHC 10% Liquor) Enterprise Fund (Liquor) 700 742 BC -EX 2007 84% General /9% EBHC /7% Liquor) Technology Fund LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? BC -EX 2007 84% General /9% EBHC/7% Liquor) Enterprise Fund EBHC LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? BC -EX 2007 84% General /9% EBHC/7% Liquor) Enterprise Fund (Liquor) LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS M t Svc? LOGIS Mgt Svc ? LOGIS Mgt Svc ? Back-up Tape Libra 2007 82% General /2% Central Gara a /9% QTechnology Fund LOGIS Mgt Svc ? LOGIS M f Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? Back-up Tae Libra 2007 82% General /2% Central Garage/9% N Enterprise Fund Central Garage) LOGIS Mgt Svc ? LOGIS M t Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? Back-up Tae Libra 2007 82% General /2% Central Garage/9% 0 Enterprise Fund EBHC LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mat Svc ? LOGIS Mat Svc ? Back-up Tape Libra 2007 82% General /2% Central Garage/9% 0 Enterprise Fund (Liquor) LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? Back-up Tape Libra 2007 82% General /2% Central Garage/9% 0 Enterprise Fund Public Utilities LOGIS Mgt Svc ? LOGIS Mgt Svc ? I LOGIS Mgt Svc ? I LOGIS M t Svc ? I LOGIS Mgt Svc ? Back-up Tape Libra NEW 2011 -On Hold 84% General/9% EBHOTechnology Fund LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? Back-up Tape Libra NEW 2011 -On -Hold 84% General /9% EBHJ Enterprise Fund EBHC LOGIS Mgt Svc ? I LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? LOGIS Mgt Svc ? Back-up Tape rary NEW 2011 -On -Hold 84% Genera l /9% EBH Enter rise Fund Li uor LOGIS M t Svc ? LOGIS M t Svc ? LOGIS M t Svc ? LOGIS M t Svc ? LOGIS M t Svc ? Network Hardware (Replacement, 5 -year cycle) Firewall City Hall 2010 Technology Fund 6,200 Firewall Police 2011 Technology Fund 6,400 Wireless Controller 2011 60% General /34% EBHC /6% Liquor) Technology Fund 12 Wireless Controller 2011 60% General /34 %EBHC /6% Liquor) Enterprise Fund EBHC 6,800 Wireless Controller 2011 60% General /34% EBHC /6% Liquor) Enterprise Fund (Liquor) 1,200 City Hall Network Switches 2 48 ort/2009 Technology Fund 16,000 Community Center Network Switch 1 48-port/2009) Technology Fund 7 000 Police Network Switches 2 48-port/2008; 1 48-port/2010) Technology Fund 16,000 7,000 Public Works Garage Network Switches 1 48-port/2008; 1 24-port/21 Technology Fund 9,000 7 000 West Fire Network Switch 1 48-port/2009) Technology Fund 7, 000 East Fire Network Switch 0 24-port/2009) Technology Fund 4,600 Earle Brown Heritage Center Network Switches 1 48-port, 2 24- o Enterprise Fund EBHC 23,000 2,500 Liquor Network Switches 1 48-port 1 24-port/2009) Enterprise Fund (Liquor) 11 Centerbrook Network Switch 1 24-port/2009) Technology Fund 4 City Hall Network Wireless 3 devices /2007 + additional 1 Technology Fund 4,000 Community Center Network Wireless 3 devices 12008 Technology Fund 3,090 Police Network Wireless 6 devices /2008 Technology Fund 6 180 Public Works Garage Network Wireless 2 devices /2009 Technology 2 120 West Fire Network Wireless 2 devices /2008 Technology Fund 2,060 East Fire Network Wireless 1 device /2008 Technology Fund 1 Earle Brown Heritage Center Network Wireless 10 devices /2011 Enterprise Fund EBHC 10,900 Liquor Network Wireless 2 devices /2010 Enterprise Fund (Liquor) 2,180 Centerbrook Wireless 1 device /2010 ) ITechnoloov Fund 1,090 UPS Battery Replacement - City Hall IT Room 2011 ) ITechnology Fund 1 7,000 Sub -Total Network Hardware 4,000 1 37,360 89,920 1 11,970 44,300 DRAFT 11/0& 2010 Requested Projected Projected Projected Projected 2012 2013 2014 2015 2016 WiMax Centerbrook City Field Computers) NEW 2012 ) ITechnology Fund 43,000 WiMax connect Liquor Store #2 NEW 2012 Enter rise Fund (Liquor) 22,000 Future Develo ment Technoloav Fund 25,000 25,000 25,000 79 , , nnn Video Surveilence City Hall/Community Center (2011) other General Fund Department Technolo v Fund 50,000 25 10,000 10,000 10,000 Earle Brown Heritage Center Enterprise Fund EBHC 15 Liquor lEnterprise Fund (Liquor) 15,000 Sub -Total Video Surveilence 80,000 25,000 10,000 10,000 10,000 Citv Hall/Community Center Technology Fund 10 0001 T Other General Fund Departments ITechnolom Fund 25,000 1 20,000 1 20,000 Multi- Function Devices (Replacement 7 -year cycle) General Fund Departments (replacement of copiers) 2012 Police UlTechnology Fund 18,000 Earle Brown Heritage Center lEnterprise Fund EBHC 16,000 Liquor lEnterprise Fund (Liquor) 2,000 Sub -Total Multi- Function Devices 36,000 - - - - rle Brown Herita a Center JEnterorise Fund EBHC 128,000 t Hall/Communit Center outside 1 echnolonv Fund 25 000 Technology Fund 155,250 139,500 117,600 47,855 67,960 Enterprise Fund (EBHC) 163,550 0 23,000 7,323 17,700 Enterprise Fund (Liquor) 41,450 0 11,600 4,777 1,200 Enterprise Fund (Central Garage) 1,750 0 0 1,855 0 DRAFT 11/052010 City of Brooklyn Center Technology Capital Fund Actual Actual Estimated Proposed Projected Projected Projected Projected 2009 2010 2011 2012 2013 2014 2015 2016 Revenues Tranfsfers In $ 70,000 $ 70,000 $ 70,000 $ 100,000 $ 100,000 $ 100,000 $ 100,000 $ 100,000 Misc. Operating $ - $ - $ - $ - $ - $ - $ - $ - Misc. Non- operating $ 2,935 $ 110 $ 767 $ 302 $ - $ $ - $ - Total Revenues $ 72,935 $ 70,110 $ 70,767 $ 100,302 $ 100,000 $ 100,000 $ 100,000 $ 100,000 Expenditures Personal Services $ - $ - $ - $ - $ - $ - $ - $ - Supplies $ - $ - $ - $ - $ - $ - $ - $ - Services $ 65,099 $ 11,130 $ 42,240 $ 9,250 $ 44,500 $ 62,600 $ 12,855 $ 32,960 Depreciation $ - $ - $ - $ - $ - $ - $ - $ - Debt Transfer $ - $ - $ - $ - $ - $ - $ - $ - Total Expenditures $ 65,099 $ 11,130 $ 42,240 $ 9,250 $ 44,500 $ 62,600 $ 12,855 $ 32,960 Capital Outlay $ 177,015 $ 154,128 $ 145,000 $ 146,000 $ 95,000 $ 55,000 $ 35,000 $ 35,000 Total Cash Requirement $ 242,114 $ 165,258 $ 187,240 $ 155,250 $ 139,500 $ 117,600 $ 47,855 $ 67,960 Beginning Cash Balance $ 414,417 $ 298,708 $ 176,896 $ 60,423 $ 5,475 $ (34,025) $ (51,625) $ 520 Changes in Assets /Liabilities $ 53,470 $ (26,664) $ $ - $ - $ - $ - $ - Revenues $ 72,935 $ 70,110 $ 70,767 $ 100,302 $ 100,000 $ 100,000 $ 100,000 $ 100,000 Expenditures $ (242,114) $ (165,258) $ (187,240) $ (155,250) $ (139,500) $ (117,600) $ (47,855) $ (67,960) Depreciation Add -Back $ - $ - $ - $ - $ - $ - $ - $ - Ending Cash Balance $ 298,708 $ 176,896 $ 60,423 $ 5,475 $ (34,025) $ (51,625) $ 520 $ 32,560 Assumptions: Cash basis All assumptions are predicted on Cash Basis presentation. MEMORANDUM - COUNCIL WORK SESSION DATE: 11 August 2011 TO: Curt Boganey, City Manager FROM: Daniel Jordet, Director of Fiscal & Support Services SUBJECT: Funding of the Capital Building Maintenance Pr ram Recommendation: There is no recommendation. This memorandum is for informational purposes only. Background: From 2011 through 2016, the Capital Improvements Plan lists work for the Capital Building Maintenance Plan totaling more than $ 2.3 million that must be funded from sources yet to be determined. More than 70% of that amount ($ 1.634 million) has been recommended in the 2012 CIP. It includes work on the exterior of the Community Center including a new roof, new windows, HVAC modifications and major renovation of the west exterior wall. If this work is all to be done in 2012 a funding source will have to be determined very soon. You have asked me, as the Chief Financial Officer of the City, to make some suggestions on where the City might find funding for these CBMP projects. The list that follows is of possible sources but makes no recommendation of any one over another as a solution. It would be helpful when considering these sources to think in terms of advantages versus disadvantages of using these funding sources. They are, for the most part, one -time sources of funding that would not be replenished in the course of regular operations of the City. Capital Reserve Emergency Fund: This Fund holds $ 1,443,670 as of 31 December 2010. By City Council policy, this Fund should hold a minimum of $ 1,000,000 of assets at any time. General Fund: The General Fund is required by City Council policy to hold between 50 % and 52% of the ensuing year's budget in cash reserves. That fund 'currently holds $ 274,604 more than required by the 52% requirement. If the Fund were taken to the minimum reserve of 50% it would provide an additional $ 325,051 for a total of $ 599,655.. Liquor Fund: For 2012, the Liquor Fund is planning to contribute an additional $ 65,000 per year (total $ 200,000 per year) to the Capital Improvements Fund in order to fund the improvements scheduled for parks and trails. Over the past five years, the Liquor Fund has generated an average of $ 322,000 in net cash increase before transfers. Of that average amount, an average of $ 180,000 has been transferred out of the Fund for other City Purposes, including the CBMP. With the additional request for Capital Improvement Fund dollars at $ 200,000 per year, about $ 100,000 per year would remain for use elsewhere. Utility Funds: Utility Fund cash reserves could be used to make improvements. Mission: Ensuring an attractive, clean, safe community tlrat enhances the duality of life and preserves the public trust MEMORANDUM - COUNCIL WORK SESSION Property Tax Lever For taxes payable in 2012, no ceiling limit has been placed on the levy by the State Legislature. The City Council could levy a specific amount to be applied to the CBMP. Bond Sale Proceeds: Just as will be suggested for the Street Reconstruction Fund, it may be possible to issue bonds to do the necessary work and pay those bonds off over a period of time with a property tax levy. Summary: It has been recommended that $ 1,634 million of renovation work be done on municipal buildings in 2012. Using one -time sources the City may be able to make substantial progress toward completing the plan and implementing necessary repairs and upgrades to municipal buildings. Because these are not ongoing operational expenses the use of one -time sources of funding may be reasonable. For the balance of the CBMP there will be a need to identify and develop a continuing/ongoing mechanism for funding these improvements soon. The Council may wish to schedule further discussion on this matter at a Work Session between now and the final adoption of the budget. Budget Issues: The use of existing reserve cash balances would be on -time use and would not be available on a recurring basis. The use of any Utility Funds dollars would have to be incorporated into the rate calculation cash flows. Property tax levies would require annual renewal through the period of the improvements or the bond payments., Council Goals: Strategic: 1. We will continue to maintain and upgrade City infrastructure improvements Ongoing: 1. We will ensure the financial stability of the City Mission: Ensuring an attractive, clean, safe community that enhances the quality of life and preserves the pubtie trust