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Home My WebLink About2012 Budget 09 - Capital Improvement Program City of BrookCyn 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) P age I 1 395 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) P a g e 12 396 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 $26,322,000 $1,755,000 22% TOTAL 8120,608,000 58,041,000 100% J FIGURE 1.2012-2026 Capital Improvement Program—Overview of Project and Funding Sources. Capital Improvement Program by Funding Source Other Funding Funds To Be Sources, 1% Determined,22% � N11 P!Unitary c wlor, Special Assessments, Wman Drainage, 11% Street Reconstruction, MSA, 7% 13% Street °J° Capital Projects, Light, 1 2% C I P(2012—2026) 1'a g e 13 397 CIP PROJECT AREAS 2012 - 2019 i4 1 Pip r -N ty a r � ' f LU - * Project and Proposed Reconstruction Year: Gcmp k[ed Consimctwn(75.3 Miles-7295 since"901 Numbnldl Ave N(53rd W 571h)-2013 �Kylawn PA rk Arca-2013 51 sl Ave(al Bme Myn BW)-2014 —Wang sled Park Area-2014 r 63rd Avenue Norlh-2015 Free—y filed.(Wu,t 0f Xences]-201 5 Freeway Park Area-2015 �Freewa y Blvd{East c f X erxes]-2016 -v- riiiiMillPalmer take We 11 Area-2015 i Evergreen Park Area-2017 iFreho use Park Area-2D1 i rnlersfate Area-2019 r France Avenue W and Overlay•2013 - C+rr I Sordfleast Arca Mill and Overlay-2014 v YROOKLYN 69111 Avenue Mill and owe day-2017 CEN?° R August 2011 398 CIP PROJECT AREAS 2020 - 2026 5 -� f - ._I T I ,. r�' � - - u rT t' Project and Proposed Reconstruction Year: cornocea Consl nu clian[75 8 miles-72%since 7990) `Loganfi-H,1 i5Blh Are l2—n struction-2024 41 Gra ndriew Park Area.2020 _ Ryan Lake Indystrial Park-2021 �Nnrihwes[Area-2022 L ; �515i Avenue(WV t of France Ave)-2023 .a� yfi i53nl Avenue Re consw Gion Area-2023 �Lyndale AU nu®ReCa[suu lion Area-2927 Woddhine Area-2024 Hu mtutdt Avenue Nash•2024 httiiiiiOrchanf Lane Easl Area-2025 �6glh Avenue Reconstruction Area-2025 4�Omhard Lane West Area-2026 Cr!r"pf Mead m lark Garden s Area-2026 NI?OOKI..YN G'EAT R 53rd and 1(arxes Area-2026 August 2011 j99 Table 2 Capital Improvement Program(2012-2026) FINAL December 6,2011 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 s0 $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_-0__0.5) $0 $O $472,000 $0 $0 $0 $0 $0 $0 $472,000 ---- -------- --..._..-- ---- -------- -----0 --26 -- -- 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 1 $0 $0 $0 $0 $o $50,000 $120,000 (A) $170,000 Orchard Lane Park Shelter and Improvements $0 $0 $0 $0 $0 $0 $0 $75,000 $D $0 $75,000 Earl Brown/Opportunity Area Street Light Replacement-Rdwy $0 $0 $0 $0 so $232,000 $0 $0 $D 1 $232,00 2012 Subtotal $0 $0 $0 $560,000 $50,000 $0 $232,000 $315,000 $383,000 $75,000 $1,615,000 Notes:(A)Anticiapted Hennepin County Youth Sports Program Grant submittal($119,500) (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 1 $0 $1,633,000 $1,633,00 Humboldt Ave N(53rd to 571h)Reconstruction $310,000 $0 $82,000 $28,OOD $225,000 $205,000 $24,000 $0 $420,000 (C) $0 $1,294,00 France Avenue Mill&Overlay(north of 69th) $0 $0 $250,000 $0 $0 $0 $0 $0 $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) I $40,000 $40,000 2013 Subtotal $1,850,000 $1,D25,000 $1,247,000 $1,089,000 $1,615,000 $1,895,000 $144,000 $27,000 $420,000 $1,673,000 $10,985,000 Notes:(C)Anticiapted Hennepin County funding share. 2014 Centennial Park Tennis Courts Resurfacing $o $0 $0 $0 $0 1 $0 $0 $80,000 i $0 $0 $80,000 Capital Maintenance Building Program 2014 $0 $0 $0 $0 $62,000 $96,000 $0 $0 $0 $92,000 $250,000 Storm Water Pond 60-001 Rehab $o $D ! $0 $22,000 $0 I so $0 $D $0 $0 $22,000 Storm Water Pond 50-001 Rehab $0 $0 $0 $90,000 $0 $0 $0 $0 s0 $D $90,00 Willow Lane Park Trail Reconstruction $0 $0 $0 $0 $0 $0 $D $52,000 ! $0 $0 $52,000 51st Avenue(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 I $200,000 $0 $0 $0 $0 $0 $0 $0 $510,000 Wangstad Park Neighborhood Reconstruction $1,347,000 $1,394,000 $0 $1,069,000 $1,220,000 $1,480,000 $126,000 1 $0 $0 $0 $6,636,00 2014 Subtotal $1,430,000 $1,764,000 $277,000 $1,211,000 $1,317,000 $1,611,000 $132,000 $132,000 $0 $92,000 $7,966,000 2015 Baseball Fence Replacement $0 $0 $0 $0 $0 $0 $D $40,000 $0 $0 $40,000 Freeway Park Trail Replacement $0 $0 $0 $0 $0 $0 $0 $35,000 $D $0 $35,000 Capital Maintenance Building Program 2015 $0 $0 $0 $0 $4,000 $139,000 $0 $0 $0 $337,000 $480,000 Lions Park Trail Replacement $0 $0 $0 $0 s0 $0 $0 $65,000 $0 $0 $65,000 3rd Avenue North Reconstruction $487,000 $0 $1,921,000 $157,000 $475,000 $290,ODO $108,000 $0 $0 $0 $3,438,00 Freeway Blvd Full Depth Reclamation(West of Xerxes) $68,000 $50,000 $0 $0 so $0 $0 $0 $0 $0 $118,000 Freeway Park Neighborhood Reconstruction $1,D23,000 $1,363,000 $0 $701,000 $940,000 $1,310,000 $120,000 $0 $0 $0 $5,457,00 2015 Subtotal $1,578,000 $1,413,000 $1,921,000 $858,000 $1,419,000 $1,739,000 $228,000 $140,000 $D $337,000 $9,633,000 G:\Hdministration\Budget\2012\CIP 2012\111206_2012 FINAL CIP Table 2.xls Table 2 Capital Improvement Program(2012-2026) FINAL December 6,2011 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 j $0 $0 $0 $0 $0 $60,000 11 $0 $0 $60,000 Brooklyn Blvd City Entrance Signs $0 $0I _ $0 $o $0 $0 $0 $15,000 $0 $D $15,000 Capital Maintenance Building Program 2016 $0 $0 i- $0 $0 $125,000 $20,000 $0 $0 $0 $155,000 $300,000 Storm Water Pond 12-004 Rehab $0 $0 1 $0 $87,000 $0 $0 $0 $0 $0 $0 $87,000 69th Ave Greenway 8 Cahlander Park Fence Rehab $0 $0 $0 $0 $0 $0 $0 $65,000 $D $0 $65,000 Emer Generator Replacement for Lift Station No.2 $0 $0 $0 $0 $65,000 $0 $0 $0 $0 $0 $85,000 Water Tower No.3Painting $0 s0 $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 $0 $0 $48,000 $0 ! $0 $0 $928,000 Brooklyn Boulevard Corridor Recon/Complete Street Imp $0 $0 $0 $0 $0 $0 $D $D $0 $20,000,000 $20,000,00 Northport Park Building Replacement $0 $0 $0 $0 $0 $0 $0 $400,000 $0 $0 $400,000 Palmer Lake West Neighborhood Reconstruction $1,107,000 $1,099,000 $0 1 $944,000 $970,000 1 $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 Replacement $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 Capital Maintenance Building Program 2017 $0 $0 $0 $0 $0 $25,000 $D $0 $0 $294,000 $319,000 69th Ave Mill and Overlay(Shingle Crk Pkwy to Dupont P $156,000 $0 $520,000 $0 $0 $D $0 $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 Brown/Opportunity Area Street Light Replacement-node: $0 $0 $0 $0 $0 $123,000 $0 $0 $0 $123,000 2017 Subtotal $1,577,000 $1,377,000 $1,220,000 $1,092,000 $1,835,000 $2,885,000 $243,000 $130,000 $0 $294,000 $10,653,000 O 2018 Centennial Park East Trail Replacement $0 $0 $0 $0 $0 $0 $0 $96,000 $0 $0 $98,000 Water Tower No.1 Painting $0 $0 $0 $0 $0 $550,000 $0 $0 $0 $0 $550,000 -------- --. - __._...-- - ---___..--- - Capital Maintenance Building Program 2018 $0 $0 $0 $0 $23,000 $54,000 $0 $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 Playground Equip Replacement $0 $0 $0 $0 $0 $0 $0 $203,000 $0 $0 $203,000 Capital Maintenance Building Program 2019 $0 $0 $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 $1,020,000 $48,000 1 $0 $0 1 1 $0 $5,973,00 2019 Subtotal $1,120,000 $1,025,000 $0 $1,670,000 $1,093,000 $1,033,000 $48,000 $203,000 $0 $541,000 $6,733,000 2020 Park Playground Equip Replacement $0 $0 $0 $0 $0 $0 $D $207,000 $0 $0 $207,00 Capital Maintenance Building Program 2020 $0 $0 $0 $0 $7,000 $46,000 $D $0 $0 $936,000 $991,00 Logan/Lilac/59th Avenue Reconstruction $450,000 $305, $0 $1,075,000 $0 $46,000 $150,000 $2D,D00 Grandview Park Neighborhood Reconstruction $2,070,000 $950,000 000 $1,465,000 $1,175,000 $1,100,000 $84,000 $0 $0 $0 $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 Equip Replacement $0 $0 $D $0 $D $0 $D $211,000 $0 $D $211,000 Capital Maintenance Building Program 2021 $0 $0 $0 $0 $4,000 $0 $0 $0 $0 $108,000 $112,000 Ryan Lake industrial Park $335,000 $165,000 $0 $437,000 $211,000 $541,000 $32,000 1 $0 , $0 1 $0 1 $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\111206_2012 FINAL CIP Table 2.xls Table 2 Capital Improvement Program(2012-2026) FINAL December 6,2011 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 $0 $0 $0 $0 $0 $0 $0 $180,000 $0 $0 $180,000 Capital Maintenance Building Program 2022 $0 $0 $0 $0 $4,000 $43,000 $0 $D $0 $412,000 $459,000 Northwest Area Neighborhood MITI&Overlay $125,000 $215,000 $0 $35,000 $25,000 $25,000 $0 $D $0 $0 $425,00 2022 Subtotal $125,000 $215,000 $0 $35,000 $29,000 $68,000 $0 $180,000 $0 $412,000 $1,064,000 2023 Capital Maintenance Building Program 2023 $0 $0 $0 $0 $5,000 $9,000 $0 $D $0 $624,000 $638,000 51st Avenue Reconstruction(west of France Avenue) $74,000 $137,000 $0 $25,000 $30,000 $30,000 $8,000 $0 $0 $0 $304,000 53rd Avenue Reconstruction Area $353,000 $408,000 $401,000 $143,000 $145,000 $155,000 $40,000 $0 $0 $0 $1,645,00 Lyn dala Avenue Reconstruction Area $100,000 $186,000 $D $30,000 1 $30,000 $25,000 1 $11,000 $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 $523,000 $785,000 $111,000 $64,000 $586,000 $901,000 $50,000 $0 $0 $0 $3,020,00 Humboldt Avenue North Reconstruction $91,000 $0 $137,000 $21,000 $128,000 $65,000 $10,000 $0 $0 $0 $452,000 Capital Maintenance Building Program 2024 $0 $0 $0 $0 $32,000 1 $27,000 1 $0 $0 $0 $240,000 $299,000 2024 Subtotal $614,000 $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 $884,000 $215,000 $48,000 $1,340,000 $4,126,00 69th Ave.N.Utility and Street Improvements $590,000 $452,000 $56,000 $140,000 $582,000 $1,820,00 O Capital Maintenance Building Program 2025 $24,000 $20 000 $177,000 $221,000 N 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 F $220,00 2026 Subtotal $1,913,000 $2,292,000 $688,000 $748,000 $1,3580000 $2120000 $200,000 $565,000 $0 $220,000 $8,196,000 TOTALS $19,444,000 $15,172,000 $8,503,000 $12,866,000 $14,330,000 $18,650,000 $1,770,000 $2,748,000 $803,000 $26,322,000 $120,608,000 G:tAdministration\Budget\2012\CIP 2012\111206_2012 FINAL CIP Table 2.xls PROJECT DESCRIPTIONS 2012—2026 Capital Improvement Program City of Brooklyn Center Street and Utility Improvement Projects Humboldt Avenue South Improvements France Avenue Mill and Overlay Improvements(north of 691h Ave) Kylawn Park Neighborhood Improvements 51"Avenue Improvements(east of CR 152) Southeast Neighborhood Mill and Overlay Improvements Wangstad Park Neighborhood Improvements 63rd Avenue Improvements Freeway Boulevard Improvements(west of Xerxes Avenue) Freeway Park Neighborhood Improvements Freeway Boulevard Improvements (east of Xerxes Avenue) Palmer Lake West Improvements 69th Avenue Mill and Overlay Improvements Evergreen Park Neighborhood Improvements Firehouse Park Neighborhood Improvements Interstate Neighborhood Improvements Logan, 59th 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) 53rd Avenue Neighborhood Improvements Lyndale Avenue Neighborhood Improvements Woodbine Neighborhood Improvements Humboldt Avenue North Improvements Orchard Lane East Improvements 69th Avenue North Improvements Orchard Lane West Improvements Meadowlark Gardens Improvements 53rd Avenue and Xerxes Avenue Street Improvements Miscellaneous Water Main and Sanitary Sewer Improvements 18"Trunk Sanitary Sewer Replacement—Shingle Creek Crossing Emergency Generator for Lift Station No. 2 Replacement Water Tower No. 3 Painting Water Tower No. 2 Painting Lift Station No. 9 Forcemain Replacement Water Tower No. 1 Painting Emergency Generator for Lift Station No. 1 Replacement Lift Station No. 1 Wet Well Rehabilitation Improvements Project Summaries ( a g e 9 2012-2026 Capital Improvement Program 403 Street Light and Traffic Signal Improvements Earl Brown and Opportunity Area Street Light Replacement Traffic Signal Replacement at 66`x'Avenue and TH 252 Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects Storm Water Improvements Connections Shingle Creek Restoration Project Storm Water Pond 12-002 Storm Water Pond 12-003 Storm Water Pond 12-004 Storm Water Pond 12-005 Storm Water Pond 18-001 Storm Water Pond 46-001 Storm Water Pond 50-001 Storm Water Pond 60-001 Park and Trail Improvements Centennial Park Youth Soccer Field Evergreen Park Fence and Tennis Court Reconstruction Evergreen Athletic Field Lighting Replacement Orchard Lane Park Open Picnic Shelter and Park Improvements Northport Park Building Baseball Backstop Replacements Centennial Park Tennis Court Resurfacing Willow Lane Park Trail Improvements Baseball Fence Replacement Freeway Park Trail Improvements Lions Park Trail Improvements Evergreen Park Trail Improvements Brooklyn Boulevard City Entrance Signs 69`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 Rink Rehabilitation and Replacements Irrigation Systems Rehabilitations and Replacements Centennial Park Softball Field Regrading Improvements Miscellaneous Projects and Improvements Freeway Boulevard and Shingle Creek Parkway Intersection Improvements Highway 100 Bridge at CR10/CR57 Improvements Brooklyn Boulevard Corridor Reconstruction/Complete Street Improvements Project Summaries P a g e 10 2012-2026 Capital Improvement Program 404 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 37M A1T 1f 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. ��•+�++ Waiter main The existing water main in the Humboldt Avenue South project area consists of 6-inch diameter cast iron pipe(Cl P) installed in 1966. A condition survey must be conducted for the existing water system in the project area to determine the extent of corrosion. The water main is in fair condition based FR F on current maintenance records. The current project cost estimate assumes replacing approximately 75 percent of the water main. Sanitary Sewer The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers were originally installed in 1952. Sanitary sewer between 53'd and 55'1` 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 I8-inch diameter corrugated metal pipe that drains to a trunk, line along 55`h 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 P it g e III 2012-2026 Capital Improvement Program 405 France Avenue Mill and Overlay Improvements (north of 69th Avenue) The France Avenue North project area extends fi-om 73"i Avenue to 59"i Avenue. The project area contains a total of 2,635 linear feet of local streets. The neighborhood consists of approximately 59 residential properties(R1). 75W►nr n cm 01 8901MM crNTV; Streets This segment of roadway is designated as a Municipal State Aid Route. This section of France Avenue was reconstructed in 1997. p:rd AW N �, + The existing street is generally 32 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 =s= k assumes street improvcments that consist of approximately 20 r percent curb replacement, 20 percent sidewalk replacement, 25 percent apron replacement and a 2 inch mill and overlay. w 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. Storrs Sewer The existing storm sewer on trance 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 1958. The current project cost estimate includes no storm sewer replacement. Project Summaries 1'a F�: 112 2012.2026 Capital Improvement Program 406 Kylawn Park Neighborhood Improvements the north portion of the Kylawn Park Neighborhood project area extends from County Road 10 to 61" Avenue, with the exception of June Avenue extending to 63`a Avenue, and from June Avenue to Brooklyn Blvd. The south portion of the project area includes 58"' Place and `• t `"�'�" Major Avenue. The total project length is 16,622 feet. The +� neighborhood consists of approximately 320 residential properties. � C Streets j # June Avenue from County Road 10 to 6V" Avenue is I designated as a Municipal State Aid Route. The majority f� s of the streets in the project area were originally constructed1 e in 1965 and 1968. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is € .. , �....a• deteriorated throughout most of the neighborhood. The —g overall pavement condition rating is poor. Proposed street t improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve -- drainage and placement of bituminous street pavement. Water main The existing water main on June Avenue is 8-inch diameter cast iron pipe installed in 1955. The remaining project area consists of 6-inch cast iron pipe installed between 1963 and 1966. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate that three main breaks have occurred within the neighborhood. In general, cast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer as noted below. The current project estimate includes complete replacement of water main within the project area to facilitate the replacement of sanitary sewer as noted below. Sanitary Sewer The sanitary sewer along Major Avenue consists for 8-inch diameter vitrified clay pipe(VCP) installed in 1967. The remaining project area contains 8-inch and 10-inch diameter vitrified clay pipe installed between 1956 and 1959. Approximately 90 percent of the sanitary server 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 ofthe project area is conveyed to the Northport Park stone 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 V a g e 113 2012-2426 Capital Improvement Program 407 51" Avenue Improvements (east of CR 152) The project area extends from the north property line of the MaImborg's Garden Center south and east to Xerxes Avenue. The total project w' length is 680 feet. The neighborhood consists of three residential t w properties (R 1}, two multi-Family properties (R 1} and one commercial I 5ZNV AVE w property. a 6 Streets [m u 5150 Avenue cast of Brooklyn Blvd is a designated Municipal State Aid �` p Sl57 AYr H M Route. The streets in the project area were originally constructed in 1964. 51" Avenue east of Brooklyn Boulevard is 30 feet wide with no curb and gutter. The service road along Brooklyn Boulevard is currently 3 ?i feet wide with curb and gutter on the west side of the road. The street pavement is deteriorated throughout most of the project area. The 5011 v,: J 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 bitnminOUS street pavement. Water main The existing,water main in the project area is 3-inch diameter cast iron pipe(Cl P) 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 Sever 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. I Project Surnmaries l' a g c 114 2012-2026 Capital lrnprovement Progrant 408 Southeast Neighborhood Mill and Overlay Improvements the Southeast Neighborhood project area includes 57'h Avenue from "W Or AF Humboldt Avenue to Interstate 94, 1i 55'1' Avenue from Knox Avenue to Bryant Avenue,DU out Avenue from - "M A-J 53"d Avenue to 57 Avenue, Bryant Avenue from 53" Avenue to 55'h Avenue and Camden Avenue from 53rd Avenue to 55`' Avenue. The � ""•"`" project area contains a total of 10,943 s E k linear feet of local streets. ' Y "Po AW x Streets Dupont. Avenue and 57'h Avenue are designated as Municipal State Aid W,CW 841NMVP 9,0 Routes. This project area was reconstructed in 1998 and 1999. 57`x' -- Avenue is 38 feet wide with concrete curb and gutter. The remaining streets are generally 30 fiect wide v6th 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 1496. The current project cost estimate includes no water main replacement. Sanitary Sewer fhe 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 storin lines that flow east to the Mississippi River. 57'h Avenue contains 21-inch to 36-inch diameter reinforced concrete pipe(RCP)installed in 1996. 55'h 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 1995 and 1999. The current project cost estimate includes no storm sewer replacement. Project Sutniaarics P,i ,r e 115 2012-2026 Capital improvement Program 409 Wangstad Park Neighborhood Improvements The Wangstad Park Neighborhood extends from Noble Avenue to Brooklyn Blvd (excluding June Avenue) and from 63`d ®a� Avenue to 61" Avenue. The total project length is 14,574 feet. The neighborhood consists of approximately 271 residential x �� properties (R1 and R4) and 6 commercial ', properties(C1). Streets Jttne Aveue from 61"to 63`d is a designated "`"""`" n Municipal State Aid Route. The majority of the streets in the project area were originally PARK COWW aRT oe 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 hooding 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 5uinsnaries P P.g,e 116 2.012-2026 Capital Improvement Program 410 63" Avenue Improvements F. s The 63rd Avenue project area extends from the west City Limits to Brooklyn Boulevard. The project area contains a total of 5,709 linear feet of local streets. The neighborhood consists of approximately 55 residential properties(R1 to R4)and 1 commercial boned property(C2). Streets This segment of roadway is designated a Municipal State Aid Route. 63`d Avenue was originally constructed in 1965. The existing street is 43 feet wide with concrete curb and gutter. proposed street improvements consist ol'the replacement of curb and gutter to improve drainage, fu l depth replacement of bituminous street pavement and complete sidewalk replacement. Water main The existing water main in the 63`d Avenue project area consists of 6-inch and 10-inch diameter cast iron pipe (C1P) 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 wafter 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 63r4 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 systern 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 IS fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries 11 a g,c 117 2012-2026 Capital Improvement Program 411 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.(173 linear feet of local streets, Streets This section of Freeway Blvd was originally constructed in 1981. The existing street is 32 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deteriorated. The current cost AZJ,,,ta estimate assumes street improvements that consist of approximately 30 percent curb replacement. 10 percent sidewalk replacement, and full depth pavement replacement. ` " Water main There is no water main in the Freeway Blvd project area, 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 Creel:. 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 Stnnmaries P sa r e 118 2012-2026 Capital lmprovenient Program 412 Freeway Park Neighborhood Improvements The Freeway Park Neighborhood project area - extends from Grimes Ave to Xerxes Ave and from 69'x' Ave to Interstate 94. The project area r33 k�� includes a total of approximately 12,869 feet of local streets. The neighborhood consists of approximately 216 residential properties. Streets The rwtjonity of the streets in the project area - �wfF+q,rAr( 9� 1 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 if-inch cast iron pipe installed in 1956. This water main is trunk feeder from Water Tower No. I on the corner of 69`x' Avenue. and France Avenge. Higher corrosion rates have been noted within a majority of the project area. Water records indicate thirteen main breaks have occurred within the area. The current cost estimate assumes 100 percent of the water main in the project area will be replaced. Sanitary Sewer Existing sanitary sewer within the neighborhood consists of 8-inch diameter vitrified clay pipe originally installed between 1956 and 1961. A sanitary sewer trunk line consisting of 21-inch diameter corrugated metal pipe runs along Ewing Avenue,68"'Avenue. and Drew Avenue. A cured-in-place liner was installed along the 21-inch diameter trunk sanitary sewer as part of project 1995-11. This portion of the sanitary sewer collection system is not proposed to be replaced with the project. Approximately 50 percent of the remaining sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. At least 50 percent of the sewer system is in poor condition. Replacement of the 8-inch diameter sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The Freeway Park improvement area consists of five small diameter storm sewer lines draining to 69`x' 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 ston-n sewer in the improvement area to increase conveyance capacity and minimize local flooding during larger stor rn events. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 119 2012-2026 Capital Improvement Program 413 Freeway Boulevard Improvements (east of Xerxes Avenue) The Freeway Blvd West project area extends from Xerxes Avenue. to the Shingle Creek Bridge. The L :y�t T J project area contains a total of 2,826 linear feet of local streets. The nei-hborhood 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 l 45 feet wide with concrete curb and gutter. The street �' T7 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 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 P a n i 120 2012-2026 Capital Improvement Program 414 Palmer Lake West Improvements fhe Palmer Lake West Neighborhood project area extends from the north City limits to 69=x'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. 7 Streets ` The majority of the streets in the project area were originally constructed in 1956 and 1957. Existing streets are generally 30 feet wide with no curb and ' glitter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main is 6-inch diameter cast iron pipe installed in 1956 and 1957. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. However,the project area has a history of water main breaks along West Palmer Lake Dr.,Ewing Ave. and Woodbine bane. 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. Lill! 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. hoot 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 fi-om 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 5uaunaries P a ,c 121 2012-2026 Capital Tmprovement Program 415 69'h Avenue Mill and Overlay Improvements J, - u k - _ The 69`h Avenue North mill and overlay project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project area contains a total of 6,962 linear feet of local streets. The neighborhood consists of approximately 30 residential properties(R1), 1 R3 property, 5 R5 properties, 6 industrial (l1) and 5 commercial (C2)properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of 69'h Avenue was reconstructed in 1996. The existing street ranges from 30 to 50 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of 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 60 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'h 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'h Avenue project consists of 15-inch to 18-inch diameter reinforced concrete pipe(RCP)that drains to Shingle Creek. The cast 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'h 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 1'a g.e 122 2012-2026 Capital Improvement Pro.gram 416 Evergreen Park Neighborhood Improvements I he Evergreen Park Neighborhood project area extends from It Humboldt Ave. to State Highway 252 and from 69`h Ave. to JR 73rd Ave. Dupont Ave. is not included in the project area. 1 l a The total project length is 16,996 feet. The neighborhood consists of approximately 214 residential properties (R l to +�+° R5). Streets t 7031, Avenue is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally �� constructed between 1963 and 1966. existing streets are generally 30 feet wide with no curb and gutter. 70'r' Ave. from Dupont to Hwy 252 has concrete curb and gutter and ranges in size from 30 to Cis feet wide. 70"' Ave. was constructed in 1982. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade,installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The Evergreen project area contains a complex water main system. This area contains five municipal wells and one water tower. The existing water main ranges in size from 6-inch diameter cast iron pipe to 30-inch ductile iron pipe. The main line water main in the residential areas generally consists of 6-inch cast iron pipe installed between 1961 and 1965. A majority of the existing water main is believed to have a cement based internal liner. There is a history of water main breaks along 72°d 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(VC.P) installed in 1961 and IS- 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 systern conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current cost estimate includes complete replacement of the sanitary sewer. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the Mississippi River. Emerson Ave., Bryant Ave. and Camden Ave. have storm drainage systems that flow to 70t1, Ave.and then to the Mississippi River. The trunk line on 70`h 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`h 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 70r1, 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 P age 123 2012-202.6 Capital Improvement Program 417 Firehouse Park Neighborhood Improvements The Firehouse Park'Neighborhood proslcct area extends from I El 69"' Avenue to Interstate 94 and from IIumboldt Avenue to Highway 252. Dupont Avenue and 65'l' Avenue are not included in the project area. The total project length is - r 21,456 feet. The neighborhood consists of approximately 305 single family residential properties (R1) and 14 multi- family properties(R4 and R5). - a � Streets 67''' Avenue is designated as a Municipal state Aid Route. P The majority of the streets in the project area were originally constructed between 1964 and 1967. Existing streets are � generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and - gutter to improve drainage and placement of bituminous -- street pavement. 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 60 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. Approxiirtately 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 Ol' Avenue, and then to the Mississippi River. Runoff from the portion of the project area north of 68`°' Avenue is conveyed to the trunk storm sewer line on 69"'Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer system, but does not include replacement of the trunk stop-n sewer along 65"'and 69"Avenues, Project Summaries P a g e 124 2012-2026 Capital Improvement Program 418 l Interstate Neighborhood improvements The Interstate Neighborhood project area extends From Interstate 94 to 59`h ` 'EwVu,.m IN i'_ Avenue and liom Dupont Avenue to Lyndale Avenge. The total project length , is 17,343 feet. The neighborhood consists of approximately 235 residential properties(RI). Streets The majority of the streets in the project area were originally constructed in I� 1968 and 1969. Existing streets are generally 30 feet wide with concrete curb — p and gutter. The street pavement is showing signs of distress throughout most - 3 of the neighborhood. Proposed street improvements consist of the replacement - of curb and gutter as necessary and placement of bitum inous 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 wateru f1 main breaks in the project area. In 2019,the water main system will be in service for 50 to 55 years. Gast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer. The current project estimate assumes complete replacement of the water main to facilitate the sanitary sewer replacement noted below. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1960. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff From the project area is collected in the existing storm sewer system and conveyed to the storm trunk line on 59'h Avenue and then to the Mississippi River. 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 asstnnes 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 t' J 2c 125 2012-2026 Capital Improvement Program I 419 Logan, 591h and Lilac Drive Improvements This project area includes Logan Avenue from 57`' Avenue to Lilac Drive N, 50 from Lilac Drive N to Dupont Avenue and lilac Dr. N from s{ Y Logan Avenue to 59"' Avenue. The total project length is 3,761 feet. The neighborhood consists of approximately 19 residential properties (R i to ry 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"' 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 bitumiir(]US street pavement. Water main The existing water main along Logan and Lilac Dr. is la-inch diameter cast iron pipe installed in 1965 and 16- inch diameter cast iron main along 59`h Avenue installed in 1969. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Utility records indicate that there has been one water main break along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to determine the extent of water main replacement that is warranted. The current project estimate includes replacement of water main along Logan Avenue and Lilac Drive only. Sanitary Serer The only sanitary server in the project area runs along Logan Avenue. This sanitary sewer was lined with cured- in-placc pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing trunk line along 59"' Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along Logan Avenue to 57"' Avenue. This line consists of 21" to 42" RCP installed in 1988. The current project cost estimate assumes replacement of the corrugated metal pipe alone 590' Avenue as part of the scheduled � neighborhood improvements. Project Summaries 1'a ;e 126 2012-2026 C apilal Improvement Pro-ram 4201 a Grandview Park Neighborhood Improvements The Grandview Part:Neighborhood project area extends Interstate 694 to 57"r' Avenue and from Logan Avenue to Dupont Avenue. The total �. 6 project length is 28,821 feet. The neighborhood consists of approximately 345 residential properties (RI) and 4 multi-family properties(R.6). - 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 oi'bituminous street pavement. Water main The existing water main in the north portion of the project area is 6-inch and 8-inch diameter cast iron pipe installed between 1964 and 1969. A 16-inch steel water main runs along Emerson Avenue trorn 57`h to 59`h. 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 0900 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 roust be performed on an annual basis to maintain the systern 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°i Avenue and then to the Mississippi Diver. A portion of the existing storm sewer system within the project area could he salvaged, although it is anticipated that expansion of the systern 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 5uinmaries Page 127 2012-2026 Capital Improvement Program I 421 Ryan Lake Industrial Park Improvements The Ryan Lake project area includes Lilac Drive N frorn "`�°�•Q 48"' Avenue to the dead end, 48"' Avenue and Dusharm Drive From Drew Avenue to the dead end and 47'h Avenue �� from Drew Avenue to the dead end. The total project length is 1,932 feet. The neighborhood consists of approximately 12 industrial properties and 3 multi-farnily properties(R5). Streets The majority of the streets in the project area were originally constructed in 1958 and 1960. The western portion of 47�' Avenue and Drew Avenue were reconstructed in 2002. The — western portion of 48th 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 Iand 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 maim on Lilac Drive N and 488' Avenue consists of 10-inch diameter cast iron pipe (CIP) installed in 1958. The water main on 47`r' 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 Dushann Drive to 49"'Avenue. Sanitary Sewer The sanitary server in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1960. The sanitary sewer along 47''' Avenue and 48"' Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing; storm sewer system and conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along Ilighway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer system. The cost estimate also includes installation of a small storm water management pond at the intersection of 48'h Avenue and Dushann Drive within City owned property adjacent to Ryan Lake. Project Summaries P a g c l 28 2012-2026 Capital.Improvement Program 422 Northwest Area Mill and Overlay Improvements The Northwest projecl area extends from Toledo Avenue east to Perry Avenue and from 7151 Avenue south to 69'x' Avenue. The total project length is 6,819 feet. The z neighborhood consists of 124 residential properties (111) and two school owned properties. o Street I r s St RVs The streets in the project area were reconstructed in f4 1994. The streets are 30 feet wide with concrete curb and gutter. The current cost estimate assumes street .Y{ " improvements that consist of minor concrete repairs and '°'"AVE" r � s a 2 inch mill and overlay. g F Water main "'k•`�" 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. I I Project Summaries f a go 129 2012-2026 Capita[Improve3nent Program 423 j 51" Avenue North Improvements (west of France Avenue) The 51"Avenue project area extends from 185 feet south of Oak Street on Twin Lake Blvd E to France Avenue. The total project length is 1.171 feet. The neighborhood consists of approximately 25 residential properties. - r Streets The 515F Avenue project area was originally constructed in 1990. The existing street is 30 feet wide with concrete curb and gutter. After the year 2023 the pavement will have s.ar.v, 14 exceeded the expected scrviee cycle. Proposed street —r . 1. -. , _2 improvements consist of reconstruction of the bituminous. street pavement and replacement of the concrete curb and E gutter as necessary. r; i tC , Water Main The existing water main in the 51St 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 rmain repairs should be limited to the replacement of miseellancous valve and hydrants based on current conditions. Sanitary Seaver The sanitary sewer in the 51"Avenue project area consists of 8-inch diareter poly vinyl chloride(PVC)pipe installed in 1990. The condition of the sanitary sc wcr 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 froth the 51"Avenue project area is collected in the existing storm sever system and conveyed to the storm water pond west of 51"Avenue. The existing storrn 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 storrn sewer as necessary. Project Summaries Page 130 2012-2026 Capital improvement Program 424 53rd Avenue Neighborhood Improvements The 53`d Avenue project area 1 - extends on 53r4 Avenue froth Penn { Avenue to 4"'Street N. The project x area also includes James and Knox between 55°'Avenue and 53r4 A 41 venue,and 54'''Avenue between Mogan Avenue and Irving Avenue. .: ------�-- ---- -. The project area includes a total of 9,426 feet of local streets. The neighborhood consists of approximately 100 residential properties. Streets 53i4 Avenue is designated as a Municipal State Aid Route. 53`d Avenue; is also the border between Brooklyn Center and Minneapolis. The north portion of 53`d 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'd Avenue was constructed in 1985, and Knox, James and 50 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`d 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`d 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`d 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`d 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. Storrs Sever The majority of the storm sewer runoff`in the project area drains to the trunk storm sewer line on 55`h Avenue and is conveyed to the Mississippi River. The storm sewer on 53`d 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`d Avenue. Replacement of storm sewer castings is anticipated in the remainder of the project area. Project Summaries 1' a Q G 131 2012-2026 Capital Improvement Program 425 Lyndale Avenue Neighborhood Improvements The Lyndale Avenue project area extents from 57'1' Avenue to - - - 55"'Avenue and includes the 56`x' Avenue and 55'x`Avenue cul-de-sacs. The current project length is 1,905 feet. The neighborhood consists of l 1 residential properties(R2 and R4). Streets J - The streets in the project area were constructed in 1985. The r:P � existing streets area 30 feet wide with concrete curb and EO gutter. Proposed improvements include 20 percent curb replacement and installation of new street pavement. "'AVE" Water Main The existing water main in the project area consists of 6-inch diameter ductile iron pipe(DIP) installed in 1978 and 1985. The water main is in good condition based on current maintenance records. The current project cost estimate includes replacement of miscellaneous valves and hydrants as i necessary. Sanitary Sewer The existing sanitary sewer consists of 24-inch diameter reinforced concrete pipe installed in 1959. This sanitary sewer line is the main trunk line that carries the sanitary flow from the eastern third of Brooklyn Center to a lift station on Lyndale Avenue south of 55'x' 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. Cored-in-place liming 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 550' Avenue. The existing trunk storm sewer line consists of 36-inch diameter reinforced concrete pipe installed in 1952. The remainder of(lie project area consists of 12-inch diameter to I8-inch diameter reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Project Summaries P a g c 132 2012-2026 Capital Improvement Program 426 I Woodbine Neighborhood Improvements The Woodbine Neighborhood project area extends from Brooklyn Blvd to France Avenue and ]morn the north City limits to 7151 Avenue. •r The project area contains a total of 15,.525 linear °°"� "" feet of local streets. The neighborhood consists of r approximately 248 residential properties. i '' � � vrur••t Streets Noble Avenue from Brooklyn Blvd to the north u City limits is a designate Municipal State Aid Route. The Woodbine Neighborhood was h '� reconstructed in 1995. Noble Avenue is 40 feet q ti 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 improvernents that consist of approximately 54 percent curb replacement, 14 percent sidewalk replacement,and full depth pavement replacement. Water main The existing water main in the Woodbine Neighborhood consists of 6-inch and 8-inch diameter cast iron pipe (C1P) 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 server in (lie project area was replaced with poly-vinyl chloride(PVC) when the neighborhood was reconstructed in 1995. The retraining 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 Sever 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 Surnmaries l'a g.e 133 2412-2 026 Capital Improvement Program 427 Humboldt Avenue North Improvements The I umboldt Avenue North project area extends from 69"' Avenue to the north City limits. The project area contains a total of 2,618 linear feet of local streets. The neighborhood consists of approximately 38 residential AW - properties(R 1),3 R5 properties,and 2 commercial(C2)properties. - Streets -['his segment of roadway is designated as a Municipal State Aid Route. ' - _ This section of Humboldt Avenue was reconstructed in 1995. The existing x street is generally 30 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deteriorated due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 25 percent curb replacement, 10 percent sidewalk replacement,and full depth pavement replacement. _J Water main The existing water main in the Humboldt Avenue North project area consists of 8-inch diameter cast iron pipe installed in 1965 and 1967. Based on current .maintenance records, there is no history of water main breaks in this area. The current project cost estimate includes re lacemcnt OrN"W" of 25 percent of the water main and replacement of all hydrants and valve. Sanitary Sewer When 1°lumboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was replaced with I0-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. Proiect Summaries Pa 34 2012-2026 Capital improvement Program 428 Orchard Lane East Improvements The Orchard Lane East project area extends from Perry Avenue to Brooklyn Blvd and Interstate 94 to 63"' Avenue. The project area contains a total of 21,560 linear feet of local streets. The neighborhood consists of approximately 358 residential properties, two multi-family properties and one — commercial property. Streets t The Orchard Lane East area was reconstructed in 1996. The s i .. . streets are generally 30 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 50 percent curb 1 replacement, 10 percent sidewalk replacement,and full depth I --LL 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(C1P) installed between 1955 and 1973. Records indicate there have been 8 water main breaks in the neighborhood. The current project cost estimate includes replacement of existing CiP water main, Sanitary Sewer Approximately 50 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride (PVC} when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch diameter and 12-inch diameter vitrified clay pipe (VCP) installed between 1956 and 1966. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm.Sewer The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds.at Orchard Park and Cahlander Park. The storm sewer consists of 12-inch to 42-inch diameter pipe. The south and east streets in the project area drains to Shingle Creek, This storm sewer consists of I2-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. i Project Summaries P,"r e 135 2012-2026 Capital Improvernent Program 429 69'h Avenue North Improvements The 69`h Avenue North project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project area contains a total of 6,002 linear feet of local streets. The neighborhood consists of approximately 30 residential properties(RI), I R3 property,5 R5 properties.6 industrial(11)and 5 commercial(C2) properties. Streets This segunent 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`h Avenue North project area consists of 16-inch diameter cast iron pipe(Cl P) 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`h 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 stortn sewer on the west half of the 69`h Avenue project consists of 15-inch to 18-inch diameter reinforced concrete pipe(RCP)that drains to Shingle Creek. The east half of the 691h Avenue project consists of 12-inch to 30-inch diameter reinforced concrete pipe (RCP) that drains to the Mississippi River. All of the stortn sewer on 69`x' 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 P si e e 136 2012-2026 Capital imiprovement Program 430 Orchard Lane West Improvements The Orchard Lane West project area extends from Unity Avenue to �-- Perry Avenue and Interstate 94 to 61" Avenue. The project area �1 ��,.� • contains a total of 25,702 linear feet of local streets. The t; neighborhood consists of approximately 509 residential properties. one church property and one school property. I � Streets I The Orchard Lane West area was reconstructed in 1997. The streets are generally 30 feet wide with concrete curb and gutter. The current k Y r cost estimate assurnes street improvements that consist of I approximately 50 percent curb replacement. 20 percent sidewalk replacement, 50 percent driveway apron replacement and full depth pavement replacement. Iuwu., Water main Approximately 99 percent of the water main in the Orchard Lane West area was replaced with ductile iron pine (DIP) in 1997 when the neighborhood was reconstructed. The remaining water main in the1 area consists of 6-inch DIP installed in 1987. The current project cost estimate include:% 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 retraining sanitary sewer consists of 8-inch diameter and 10-'inch diameter vitrified clay pipe (VCP) installer) between 1955 and 1958. 'l he current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer north of 63rd Avenue in the Orchard Lane East area drains to the storm water ponds at Orchard Park and Cahiander Park. This storin sewer consists of 12-inch to 36-inch diameter pipe. The streets south of 63'd Avenue drain to the storm water pond at 63`d Avenue and Perry Avenuie. This storm sewer consists of I2- inch to 36-inch diameter pipe. A 27-inch RCP stoma line installed in 1958 remains on Woodbine Lane, and a 15-inch RCP storm line installed in €965 remains on Scott Avenue. The ctnTent 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 P a g e 137 2012-2026 Capital Improveniont Program 43 1 Meadowlark Gardens Improvements 'The Meadowlark Gardens project area extends on Logan Avenue from 53`d Avenue to 57"' �^ #rt• — _---- _., ,. _�. Avenue. on Knox and James from 55`x' Avenue t to 570' Avenue, and on 550' Avenue and 55'h r _ Avenue from Morgan Avenue to Irving . .� Avenue. The project area also includes 57"' J 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 or approximately 162 M+*-�• residential properties, two multi-family properties and two commercial properties. Streets Logan .Avenue and 57`'' Avenue are designated as Municipal State Aid Routes. The Meadowlark Gardens project area was last reconstructed in 1996. 57"' Avenue is 30 feet wide. Logan Avenue is 32 feet wide and the remaining streets are 30 feet wide. All streets in the project are have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement,25 percent driveway apron replacement and full depth pavement replacement. Wafer 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 .Tames .Avenue and to the west drains to the trunk line on 55''' Avenue and then to the Mississippi River. This storm sewer consists of 15-inch to 44-inch diameter pipe. "The storm sewer on 57'" Avenue drains to the trunk line on 590' 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 I'a g e 138 2012-2026 Capital Improvement Program 432 53'd Avenue and Xerxes Avenue Street Improvements 53"' Avenue extends from Xerxes Avenue to Upton - -- t1UC pR H Avenue and Xerxes Avenue extends iron 51" Avenue to 53`d Avenue. The project area contains a total of 2,028 !Jvc AVE N COTY Or BROOKLYN CENTER linear feet of local streets. The neighborhood consists of CITY„nF WYNC.PEis 22 residential properties and one multi-family (R5) Property. x Streets + y `4HO A6 h This project area was most recently reconstructed in 1996 by the City of Minneapolis. 53 d Avenue and Xerxes r r Avenue are the border between Brooklyn Center and Minneapolis. The north portion of 53`d Avenue and the 515r, „ 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 [Hill and overlay of the bituminous pavement. Water main The existing water main on 5P 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`d Avenuc. 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 store, sewer in the project area consists of 10-inch poly-vinyl chloride(PVC)pipe that flows to storm water ponds located south of 53`d 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 P a g e 139 2012-2026 Capital Improvement Program 433 Miscellaneous Water Main and Sanitary Sewer Improvements 18" Trunk Sanitary Sewer Replacement—Shingle Creek Crossing A 231-foot section of existing gravity sanitary sewer pipe was televised in 2011 as part of the redevelopment process of the Shingle Creek Crossing development. This section of 18-inch diameter reinforced concrete pipe has deteriorated on the interior and the metal reinforcement is exposed. The project includes complete replacement of the segment of pipe. A similar, adjacent section of pipe is being replaced by the developer as it is being relocated to accommodate the proposed development. Emergency Generator Replacement for Lift Station No.2 The existing generator is a 1981 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. Water Tower No.3 Painting Tower No. 3, a 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was constructed in 1973. The complete exterior coating system was replaced in 1986. In 1998 the exterior was spot repaired, power washed and a urethane top coat was applied to the exterior of the tower. In 2005, the bottom shell course of the fluted exterior was coated and the entire exterior was power washed. This tank was last inspected in 2010. Although the steel substrate is still protected, a number of coating failures were noted on the interior (wet area and dry area) and are attributed to deficiencies in the coating system itself. The 2010 recommendation is to reevaluate in 5 years with an anticipated plan of complete coating replacement in 6 to 8 years. Based on the 2010 evaluation, Tower No. 3 is recommended for complete interior wet, interior dry and exterior coating rehabilitation in 2016. Water Tower No.2 Painting Water Tower No. 2, a one-million gallon elevated storage tank located at 691h Avenue and Dupont Avenue was constructed in 1960. In 1984, the interior (wet area) and exterior coating systems were completely replaced. In 1997,the interior coating system(wet area)was spot repaired and the exterior coating was spot repaired, power washed and a urethane top coat was applied to the existing system. The estimated service life for 1997 paint coating is 15 to 20 years as noted in a 1999 warranty inspection report. This tank was last inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005 recommendation is to re-inspect every 5 years. Tower No. 2 is scheduled to be inspected in 2011. Based on a 2009 review of the 2005 recommendation, Tower No. 2 is recommended for complete interior and exterior coating rehabilitation in 2017. Lift Station No. 9 Forcemain Replacement The existing forcemain located south of lift station No. 9 was installed in 1969 and consists of 12-inch ductile iron pipe, which was verified in 2010 through an exploratory open excavation. Approximately 1300-feet is proposed to be replaced. Water Tower No. 1 Painting Water Tower No 1, a 500,000 gallon elevated storage tank located at 69`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 to re-inspect every 5 years. Based on the 2009 inspection, Tower No. 1 is recommended for complete interior and exterior coating rehabilitation in 2018. Project Summaries Y a g e 140 2012-2026 Capital Improvement Program 434 Emergency Generator Replacement for Lift Station No. 1 The existing generator is a 1996 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. Lift Station No. 1 Wet Well Rehabilitation Improvements The existing lift station was installed in 1996. Proposed rehabilitation includes pump replacement, miscellaneous appurtenance replacement, and wet well reconfiguration to aid in self-cleaning. Street Light and Traffic Signal Improvements Earl Brown and Opportunity Area Street Light Replacement The 37 street lights located within the Earl Brown/Opportunity Site area along a portion of Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life expectancy of this lighting system is approximately 30 years. The City has one remaining replacement pole and luminaire that matches the existing system, and matching luminaires are no longer available from suppliers. The existing system is generally rated in fair to severe shape with increasing maintenance costs. In recent years, two of the poles have actually fallen over, most likely attributed to structural failure. The project includes replacement of the existing roadway street lighting system with a new, advanced system using current technology. Traffic Signal System Replacement at 66`h Avenue and TH 252 The existing traffic signal system at the intersection of 66th Avenue and TH 252 is owned and operated by the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this system to be replaced and the City will be required to pay 50 percent as the City's portion for two of the four legs of the intersection. Earl Brown and Opportunity Area Street Light Replacement—Ornamental Lighting at Nodes The 34 ornamental lights located within the Earl Brown area at the nodes (intersections) along a portion of Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life expectance of this lighting system is approximately 30 years. The City has no remaining replacement poles or luminaires that match the existing system, and matching luminaires are no longer available from suppliers. The existing system is generally rated in fair to poor shape with increasing maintenance costs. The project includes replacement of the existing decorative lighting system at the intersections/nodes with a new, advanced system using current technology. Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects In 2007, the City approved an 18-year Capital Building Maintenance Plan that includes short- and long- term building and facility improvements. The following buildings and facilities are covered under this plan: city hall, community center, public works facility, public works cold storage building, public works salt/sand storage building, police station, west fire station, east fire station, Centerbrook Golf Course club house, Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary lift station Nos. 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 P a g e 141 2012-2026 Capital Improvement Program 435 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 P a g e 142 2012-2026 Capital Improvement Program 436 Storm Water Pond 12-005 Pond 12-005 receives runoff from the upstream ponds 12-002 and 12-004. The condition survey revealed that an excessive volume of sediment has accumulated in the pond and has decreased the wet storage volume necessary to provide water quality treatment. The proposed work consists of removing the accumulated sediment. Storm Water Pond 18-001 Pond 18-001 is located northwest of Northport Park. The pond receives runoff from approximately 120 acres of upstream drainage area. This basin has filled with an extensive amount of sediment over the past 40 to 50 years. A majority of this basin is likely classified as jurisdictional wetland under the Wetland Conservation Act. However, the basin has lost many of the wetland values due to the accumulation of sediment. The proposed project consists of excavating sediment from the basin to restore the flow capacity through the wetland and restore a wet pool volume with an average depth of 2 to 3 feet in the central part of the wetland. Fringe areas would be restored with native wetland species. Storm Water Pond 46-001 Pond 46-001 is located within the northern portion of Orchard Lane Park. The pond receives runoff from approximately 60 acres of residential development located west of Orchard Lane Park and approximately 50 acres located north of Interstate 94/694. The pond is was originally design as a detention basin without wet volume to provide additional water quality benefit. The proposed improvements consist of excavating wet storage volume below the invert of the outlet pipe to increase the water quality treatment performance of the basin. Storm Water Pond 50-001 Pond 50-001 is located within Cahlander Park. The pond receives runoff from approximately 230 acres of upstream residential development. Due to the large watershed to pond area ratio, this pond is subject to higher rates of sediment accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted in the sediment during the most recent site inspection. The proposed project consists of dredging and properly disposing of sediment from the pond and repairs to various shoreline erosion issues. Storm Water Pond 60-001 Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within Central Park. The pond receives runoff from approximately 85 acres of upstream residential development. This pond was constructed in 2003. By 2013, preliminary estimates indicate that approximately 30 to 40 percent of the wet volume will be lost due to sediment accumulation. The proposed work consists of removal of sediment and installation of a skimmer structure to enhance the water quality treatment performance of the pond. Park and Trail Improvements Centennial Park Youth Soccer Field Improvements Proposed construction includes converting a general use area to an improved youth soccer field. Amenities include irrigation, permanent nets, bleachers and other miscellaneous site improvements. Evergreen Park Fence and Tennis Court Reconstruction Proposed construction includes replacement of the soccer field fence and gate, replacement of the baseball and softball outfield fences and resurfacing the tennis courts within Evergreen Park. Project Summaries P a g e 143 20122026 Capital Improvement Program 437 Evergreen Athletic Field Lighting Replacement Proposed construction includes replacement of the elevated outdoor lighting system for the athletic fields located within Evergreen Park. This project includes replacement of the existing lighting system. The project does not include substantial expansion of the current lighting system. Orchard Lane Open Picnic Shelter& Park Improvements Proposed construction activities include the replacement of the existing shelter building with a small picnic shelter and installation of one security light. The picnic shelter structure would be similar in design to the open picnic shelters located within Willow Lane Park and Riverdale Park. Other park improvements include miscellaneous amenities (drinking fountain, picnic tables, benches), and trail and parking lot pavement improvements as warranted. Northport Park Building Proposed construction activities include the replacement of the existing shelter building. The new structure is scheduled to include picnic facilities, one unisex restroom and a small utility area. The new shelter will be consistent with the park building constructed in Kylawn Park in 2007/2008. Baseball Backstop Replacements Proposed construction includes replacement of the baseball backstop fences at Central Park, Freeway Park and Willow Lane Park. Centennial Park Tennis Court Resurfacing Proposed construction includes the removal of two existing tennis courts and resurfacing of the two remaining two tennis courts within Central Park. Willow Lane Park Trail Improvements Proposed construction includes replacement of the trail system within Willow Lane Park. An eight foot wide trail section is proposed. Baseball Fence Replacement Proposed construction includes replacement of the line fences at Central Park and East Palmer Lake Park and the replacement of the line and outfield fences at Northport Park. Freeway Park Trail Improvements Proposed construction includes replacement of the trail system within Freeway Park. An eight foot wide trail section is proposed. Lions Park Trail Improvements Proposed construction includes replacement of the trail system within Lions Park. Parallel biking and walking trails would be removed and replaced with a single ten foot wide trail section. Evergreen Park Trail Improvements Proposed construction includes replacement of the bituminous trail within Evergreen Park. Replacement of the trail along 70th 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 P a 9 e 144 2012-2026 Capital Improvement Program 438 691h Avenue Greenway& Cahlander Park Fence Rehabilitation Proposed construction includes refinishing the wood fence along the north side of the 69th 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 73rd Avenue to 66th 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, 691h Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway, 53rd Avenue (Belview area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed rehabilitation estimate includes rehabilitation of the Evergreen Park and the 69th 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 439 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 (49th Avenue) is a Hennepin County roadway (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 P a a e 146 2012-2026 Capital Improvement Program 440