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HomeMy WebLinkAbout2016 12-05 CCP Budget Hearing and Special MeetingCITY COUNCIL MEETING PUBLIC MEETING ON BUDGET AND PROPERTY TAXES City of Brooklyn Center December 5, 2016 AGENDA 1. Call to Order — 7 p.m. —The City Council requests that attendees turn off cell phones and pagers during the meeting. A copy of the full City Council packet is available to the public. The packet ring binder is located at the front of the Council Chambers by the Secretary. 2. Roll Call 3. Presentation on Budget Process and Proposed 2017 Budgets 4. Presentation on Proposed Property Taxes Payable in 2017 5. Opportunity for Public Comment and Questions 6. Review Remaining Actions for Adoption 7. 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A copy of the frill City Council packet is available to the public. The packet ring binder is located at the front of the Council Chambers by the Secretary. 2. Roll Call 3. Consideration of 2017 Budget a. City Manager's Budget Transmittal Letter for 2017 Fiscal Year Requested Council Action: —Motion to accept letter. b. Resolution Approving Final Tax Capacity Levies for the General Fund and Housing & Redevelopment Authority and Market Value Tax Levy for the Debt Service Fund for Property Taxes Payable in 2017 Requested Council Action: —Motion to adopt resolution. C. Resolution Adopting the 2017 Annual City Budget Requested Council Action: —Motion to adopt resolution. d. Resolution Approving the 2017-2031 Capital Improvement Plan and Adopting the 2017 Capital Program Requested Council Action: —Motion to adopt resolution. 4. Adjournment COUNCIL ITEM MEMORANDUM DATE: December 5, 2016 TO: City Council FROM: .Cur[ Boganey, City Mana� SUBJECT: 2017 Budget and Property Tax Levy Payable in 2017 Rewmmendation: It is recommended that the City Council conduct a public hearing, receive comments and consider adoption of recommended budgets for fiscal year 2017 and 2017-2031 Capital Improvement Plan (CIP). Background: By State Law and City Charter, each year the City Corsncil is required to adopt an annual budget. The budget is perhaps the Cities most critical planning document. It sets forth the Council priorities for the upcoming year and allocates resources in accordance with those priorities. Monday, December Ss� 2016 is the culmination of a consensus building, priority setting process that began with the development of a multi-year strategic plan. The strategic plan clarifies our values, establishes goals and strategic priorities in pursuit of our Mission. Enssrring an attractive, clean, safe, incftrstve consmuniry that enhances the gxraliry of like for a7! people and preserves the public trust. Following the strategic plan and adopted Fnancial policies as a guide, staff has worked with the City Council and Financial Commission over several months to craft budgets designed to meet the agreed upon service needs and achieve the desired community outcomes. On Monday you will be asked to consider the following: • Receive the budget report and hold the statutorily required public hearing • Hold an HRA meeting to consider the adoption of an HRA levy and budget • Hold an EDA meeting to consider the adoption of an EDA budget • Hold a City Council Meeting to o Receive the City Manager's proposed budget o Adopt the Final Property Tax Levies o Adopt the Annual City Budget for all funds o Approve the 2017-2031 CIP and 2017 Capital Program Revisions: The 2017-2031 CIP was presented and reviewed by the City Council and Financial Commission at the July 18, 2016 joint work session. The following modifications were made to the 2017 Capital Program since that work session: Mlxlort: E'nrurL+g nn am�ncrive, clenx, sy, lnc/nslnc cwnnannHy Omr enhances Ler Qrrnnd Itl Jor nft people mul prrsrrvrr lha pr+btic trust 1. Centennial Park East Trail Replacement ($134,000) was moved up from 2018 to 2017 and will be completed with City Hall parking lot improvements. 2. Capital Maintenance Building Program (increased to $599,000) adjusted to include carryover finding from the 2014 and 2016 plans. 3. Emergency Response Radio Replacement ($540,000) added to replace police, fire and public works emergency response radios to maintain compatibility with Hennepin County dispatch. 4. Self Contained Breathing Apparatus ($350,000) added to replace the SCBA's in the fire department that have reached the end of their life cycle. Strategic Priorities: ® Resident Economic Stability ® Targeted Redevelopment ® Enhanced Community Image ® Inclusive Community Engagement ® Strengthened and Empowered Youth ® Key Infrastructure Investments Mission. Ensuring an attractive, clean, safe, inclusive community that enhances the quality of life fog• all people and preserves the public trust CITY OF SROOI;LYN CENTER A GREAT PLACE TO START, A GREAT PLACE TO STAY www. cityofbrooklyncenter arg To: Mayor Willson and Councilmembea-s Graves, Lawrence -Anderson, Myszkowski and Ryan From: Comelivs L. Boganey, City Manag��j Date: December 5, 2076 RE: 2017 Final Budget Adoption It is my pleasure to transmit the 2017 budget for the City of Brooklyn Center. While the City Manager is tasked with the responsibility of preparing a budget, it cannot be accomplished without the clear policy direction provided by the City Council with input from the Financial Commission. It would be impossible to produce this budget without the coopeastion and collaboration of the Leadership Team: Department Heads, Division Heads and other Staff Members. Special recognition should be given to the Fiscal Services Department and the Finance Director Nathan Reinhardt for his particular role in planning and coordinating the budget development process. It is our collective hope and expectation that this budget will succeed in its purpose to wisely manage our resources and implement policy for the benefit of an even greater community. ' Budg¢t Overvi¢w The proposed 2017 budget, in financial terms, sats forth the action plan of the City, The priorities for staff, infrastmctmc improvement and sewice response are reflected in the allocation of resources in the plan developed in City.Council joint Work Sessions with the Financial Commission during the months of June through November 2016. The expenditure levels are focused on maintaining current services and on the achievement of the strategic goals and priority outcomes adopted by the City Council. The overall General Fund budget increase is 3.36% and the overall tax levy increase is 5.38 % . The property tax levy incacase is, in large part, a result of a new debt service levy dedicated for the repayment of a 2016 bond issue used to finance neighborhood in£rastnacture reconstruction improvements. The Median Value Residential Property in the City is $150,000 compaa�d to the prior year value of $142,100, which is an increase in market value of 5.6 % . The Median Value Residential Property will pay approximately $898 in City and Housing and Redevelopment Authority property taxes in 2017 compared to $862 in 2016, which is an increase of $36. The 2017 Budget incorporates the following significant items: Issuance of $1 O.8 million of debt to Snance capital improvements including the street, water, and sanitary sewer portions of the infrastructure improvement project for Evergreen Park Area Aeconstmction and Water Tower No- 3 painting. This debt issue provides the needed funding for the continuation of our street and utilities neighborhood reconstruction program o�t� ® A $100,000 allocation for communications and community engagement initiatives. ® Enhancements to the Fire Department service model, which includes modifying duty crew schedules to better match the time of day when most service calls are generated and implementing a pay per call system. ® The addition of a full-time information technology technician and a full-time maintenance position at the Earle Brown Heritage Center to support the increasing demands of these functions. ® Addition of a patrol sergeant that will be assigned to the proactive policing team unit. ® Continuation of our commitment to the success of youth, by increasing funding to the Brooklyn Bridge Alliance for Youth and expansion of the mobile recreation programming from four to eight sites. ® Funding for the expanded revitalized Earle Brown Days. ® An appropriated General Fund contingency of $125,000 available for unanticipated expenditures. The Proposed 2017 Levies On September 12, 2016, the City Council adopted the 2017 preliminary budget and maximum tax levies. There are three funds that require a tax levy; the General Fund, the Debt Service Fund and the Housing and Redevelopment Authority Fund. The proposed final levy is as follows: General Fund - Operations Levy $ 15,285,946 General Fund - Abatement for Economic Development 59,000 Debt Service - Public Improvement Bond 849,968 Total Levy $ 16,194,914 Housing and Redevelopment Authority $ 329,079 The General Fund is the primary operating fund for government business of the City. The proposed General Fund Budget is as follows: The Proposed 2017 General Fund Budget Revenues Property Tax (net) $ 15,278,667 Excess Tax Increment 380,000 Lodging Tax 1,050,000 Licenses and Permits 728,555 Intergovernmental Revenue 1,430,253 Charges for Service 834,095 Fines and Forfeits 262,500 Other Revenue 483,940 Total General Fund Revenue $ 20,448,010 Expenses General Government $ 3,048,569 Building and Grounds 848,964 Police 8,182,433 Fire and Emergency Preparedness 1,431,459 Planning & Zoning 176,153 Building & Community Standards 1,128,489 Public Works 3,786,811 Community Activities, Recreation & Services 1,668,962 Other Services 678,750 Risk Management 220,610 Central Supplies and Services 132,294 Reimbursement from Other Funds (1,040,484) Transfers Out 185,000 Total General Fund Expenditures S 20,448,010 Strategic Focus For the past several years the City Council has remained focused on the achievement of strategic priorities and each year the budget has been crafted as a policy implementation tool focused on the achievement of these strategic priorities. This 2017 business plan focuses on the Council adopted 2016-2018 Strategic Priorities of Resident Economic Stability, Targeted Redevelopment, Enhanced Community Image, Inclusive Community Engagement, Strengthened and Empowered Youth, and Key Infrastructure Investments. During this year's budgeting process department heads identified key initiatives and value propositions for their divisions focused on the achievement of strategic priorities, which are included in their respective narratives. The definitions of the Strategic Priorities and examples of some of those key initiatives for 2017 are as follows: Resident Economic Stability The economic stability of residents is essential to vibrant neighborhoods and to retail, restaurant, and business growth. We will lead by supporting collaborative efforts of education, business, and government sectors to improve income opportunities for residents. We will work with State Agencies; Hennepin County; Educational Institutions; and Labor, Trade & Business Associations to establish programs and activities that enhance the skill levels, strengthen work ethics, and increased opportunities for all residents. We will work with State Agencies and Hennepin County to identify economic assistance programs that promotes private investments into industrial and commercial developments/redevelopments/renovations that stimulates the creation of new living wage employment opportunities. Targeted Redevelopment Redeveloping properties to the highest value and best use will accomplish our goals regarding housing, job creation, and growth of the City's tax base. We will appropriately prepare sites and provide the necessary supporting infrastructure investments to guide redevelopment of publicly - and privately -owned properties. ® Continued Development of Shingle Creek Crossing We will work with the developer in the completion of the Phase II Building Improvements, which include; additional building pad sites and vehicle and pedestrian access improvements of the western portion, potential redesign of the daylighting of Shingle Creels, reconfiguration of buildable sites in the central portion, renovation of the former Kohl's site, and redevelopment of the out parcels. We will identify opportunities related to the availability of tax increment for eligible expenditures and provide recommendation on the possible use of funds to complement the developer and ensure the successful redevelopment of the former Brookdale Mall properties. a Opportunity Site Development (completion of Phase I residential development) In 2017, the developer will commence with the 1St phase apartment project of 200 market rate apartments consistent with the 2016 approved PUD and TIF development agreements. The City will complete the construction and tax increment financing of public improvements for street, sidewalks, utilities, boulevard lighting and landscaping. We will continue to pursue and promote redevelopment opportunities within the Opportunity Site; consider the acquisition and assembling of available land to achieve the community's goals and redevelopment vision for this area; and to continue to work with the developers and investors in the planning and timely completion of the overall redevelopment and renovation of properties within the Opportunity Site. ® Cars with Heart Site (completion of senior assisted living development) The developer will commence with the construction of the senior assisted care apartments. We will continue to work with the developer on the planning and transitional use of the EDA's adjacent properties to the south; the trail and landscaping improvements along Brooklyn Boulevard; and the potential use of available tax increment housing funds to enhance site improvements and transit improvements to better serve the residents, visitors and employees at this senior housing project. 4 Enhanced Community Image Our ability to attract and retain residents and businesses is influenced by the perception of the City. We will take specific actions to assure that Brooklyn Center is recognized by residents, businesses, stakeholders, and visitors as a high quality, attractive, and safe community. ® Stabilize and Improve Residential Neighborhoods We will coordinate and inspect residential rental properties in accordance with city code requirement and implement the recognition program for rental properties. We will monitor and inspect vacant properties and continue code enforcement activities with proactive inspection on resolving violations. ® Safety Proactively improve customer service through a new fire service staffing model. This model will be an efficient and effective means to meet the community's high expectations as it relates to public safety and emergency response. Changes include a transition from a volunteer fire department to a paid on-call fire department and scheduling changes to the duty crew to better match staffing with the time of day when most service calls are received. We will maintain a team of police officers whose primary focus it to constantly monitor criminal activity and address it in a proactive manner. This team will be uniquely trained and available 24/7 to address trending or pattern crimes. ® Perception of Safety in the Community We will engage the media to include social media on stories that spotlight police efforts in crime reduction and citizen engagement. This may include allowing better and more frequent access to police personnel and activities. We will work increase the opportunities for officers to engage the community in non -enforcement, positive, and informative ways including "Coffee with a Cop", Multi -Cultural Advisory Committee (MAC) meetings, Safe Summer Nights events, and Neighborhood Park meetings. a Customer Intimacy and Operational Excellence We will continue to develop and adopt best of class quality performance practices to improve results and customer satisfaction. We will continue our monthly double dozen meetings with an increased emphasis on management training, introduction of best practices and strategic planning. ® Fiscal Responsibility We will review the Cities financial policies and create an updated comprehensive City financial policy manual. This will ensure we have the proper controls in place and maintain a strong long-term financial outlook. ® Customer Focus We will continue to focus on increasing the awareness of Centerbrook Golf and attempting to grow the game locally, with concentration on youth, women, new golfers and fling golf. Through marketing efforts, we will highlight Earle Brown Heritage Center (EBHC) and the City of Brooklyn Center. The EBHC is one of the region's premier conference and events facilities, and a centerpiece of the community. We will strive to maintain our current level of 91 % repeat corporate clients at the EBHC by fostering innovation and enhancements to our customer experience. The addition of a beer cave to BC Liquor Store #2 will address customer demands for craft beer variety and accessibility and improve operational efficiency related restocking needs. Inclusive Community Engagement In order to provide effective and appropriate services, we must clearly understand and respond to community needs. We will consistently seek input from a broad range of stakeholders from the general public, non-profit, and for-profit sectors. Efforts to engage the community will be transparent, responsive, deliberately inclusive, and culturally sensitive. ® We will continue the Brooklyn Center Citizens Leadership Academy (BCU). The primary goal of the academy is to provide an in depth introduction of Brooklyn Center local government to 20 citizen volunteers reflective of our diverse community. These individuals will participate in eight successive weekly "classes" with City department leaders, and elected officials. They will have an opportunity to tour City facilities, learn the history, and hear future plans for their local government. Through this effort we will foster an informed constituency and encourage greater participation in civic and community life. ® Continued emphasis on Inclusion and Diversity initiatives We will continue our Inclusion and Diversity efforts. The long term goal is to establish an organizational culture that promotes participation, engagement and creativity for employees while developing an intimate understanding and appreciation of our diverse customers/ citizens. Our goal is to improve our ability to serve and encourage community ownership and public trust. In 2017, the efforts of the Council will expand to include more of an external customer focus. ® Earle Brown Days Revitalization This year we began the process of reimagining and revitalizing the Earle Brown Days civic celebration. We will continue the process, by growing citizen and corporate involvement. Additional allocations have been added to the General fund budget to support these efforts. ® General Community Outreach We will focus on open and valuable community participation, outreach, and education, specifically in regard to the operation of the City's new water treatment plan, brought online in early 2016. Strengthened and Empowered Youth Youth are a valued resource with the ability to enhance the community with their enthusiasm, energy, and capacity to contribute. We are committed to a coordinated system of high-quality, accessible, and fully resourced opportunities that lead to an increase in high school graduation rates, pathways to college or career, and reductions in young people's exposure to violence. ® Mobile Recreation Initiative The mobile recreation program, which brings recreation programming out into the community, will be expanded from four sites in 2016 to eight sites in 2017. Program locations will match areas with a high density of youth, ensuring the most critical areas of the community are served. Engage Troubled Youth with Alternatives to Court Interventions through Diversion to Improve Outcomes We will work to engage youth who have entered the criminal justice system at the first sign of trouble and direct them to resources that focus on improving their contribution to the community. We will identify youth who have been exposed to domestic violence in their home and connect them to resources within Cornerstone domestic abuse services that can benefit them. Engage Youth with Positive and Constructive Contacts with Police We will expand our youth outreach activities to build on our already existing open gym activities, Safety Camp, Elementary School "cop talks" and continued participation in Junior Achievement programs. Ivey Infrastructure Investments Proactively maintaining an efficient and effective infrastructure will meet the high level of community expectations. We will plan for and invest in critical infrastructure improvements that enhance safety, improve life quality, and support opportunities for redevelopment, while sustaining the natural environment. ® Maintain a Positive Financial Position with a Long Term Perspective We will continue to implement long-term forecasting. This includes updating our future cash flow assumptions based on current information and review of potential financing options. An analysis will include reviewing the impact of projected new debt issuances on the property tax levy and utility rates. 7 • Brooklyn Boulevard Corridor and TH 252 We will solidify the funding partnership for the Brooklyn Boulevard Corridor Phase I (49t° Avemie to Bass Lake Road) and Phase II (Bass Lake Road to I-94). We will work with regional partners and jurisdictions to advocate for the TH 252 conversion to a freeway to be placed in the Minnesota Highway Investment Plan (MnSHIP). • CIP Funding In 2017 we will implement the 24th year of the street and utility construction program by providing the needed capital improvements, which increase value to the public infrastructure and provide a catalyst towards other aesthetical improvements and value to all City neighborhoods. Capital Improvement Funding Strategy We will continue to evaluate our financial sttategy that utilizes a combination of General Obligation Improvement Bonds, Utility Revenue Bonds, a Minnesota Public Facilities Authority (PFA) loan and Utility Fund rate adjustments to fund Capital Improvement projects. G¢n¢ral Fund Aev¢nue Summary other i J% Property t JS% Licenses Sa Intery Charges Tor Flnes >� The 2017 General Fund budgeted revenues total $20,448,01 O, which is an increase of $664,851 (3.36 %)from 2016. Property tax revenue represents 75 percent of the General Fund budget. The majority of the revenue increase is a result of increases in the general tax levy of $616,196, lodging tax revenues of $155,000, and intergovernmental revenues of $41,816. These increases wetx: partially offset by budgeted revenue reductions in delinquent property tax revenue of $66,278, building permit revenues of $77,850 and court fines of $44,000. General Fund expense Summary Commanl[y rvices s¢ 6% Pollc¢ 3895 Public works Commanity Activl[I¢s, R¢cv¢aLion 8, Nan- d¢par[mental 5% governm¢nt 36% The 2017 General Fund budgeted expenditures total $20,448,01 O, which is an increase of $664,851. (3.36 %)from 2016. The 2017 Budget shows 38 percent of the General Fund expenditures are for Police ($8,182,433). The remaining significant amounts include 18 percent for Public Worlcs ($3,786,811), 18 percent for General Government <$3,897,533) and 8 percent for Community Activities, Recreation and Services ($1,668,962). The 2017 General Fund Budget incorporates the following significant items: Personned. Salaries and beneFts represent approximately 69 percent of the General fund expendirirre budget. Personnel includes: o A two percent increase in employee base wages, resulting in an annual cost of $210,000. o No change in the employer provided monthly cafeteria contributions (insurance) for full-time employees. o Change in the fire department staffing model, including a change in staffing schedule and pay per call, resulting in a net increase of $73,000. o Replacement of a part-time information technology technician with afull-time position, to support the increasing soRware and equipment needs of the City. The estimated net annual cost of this position is $50,800. o Addition of a patrol sergeant that will be assigned to the proactive policing team unit. The estimated annual cost of this position is $128,800. o No change in the estimated vacancy/turnover savings of $230,000. This amount is a budgeted expenditure reduction for open positions throughout the year. • Allocation of $100,000 for community engagement and communication initiatives of the City, including a comprehensive review of branding messaging and logo design used by the City. Expansion ofthc mobile recreation program, from four to eight sites. The program locations will match areas with a high density of youth, ensuring the most critical areas of the community are served, The budgeted increased cosi to operate all eight sites is $17,500. • Increased funding for the Brooklyn Bridge Alliance of $35,500, in support of the BrookLynk internship program and other youth programming initiatives. ' • A $125,000 General Fund contingency for unanticipated expenditures that may arise during the year. Taxable Markt Value Comm¢rcial $284,999,900 $302 538,000 6.2% Farm 758,000 -1 OD.O% Industrial 721,951,800 127,651 100 4.7% Residential � 981,654 209 1,042,117 105 6.2^/0 A artment 195,603,780 213,457,800 9.1 Other 456000 456 O .O% Totals $1,585,423,689 $1,686220,005 6.4% The City's taxable market value is estimated at $1,686,220,005, which is an increase of $100,796,316 (6.4%) from last year. For the 3'�tl consecutive year the taxable market value increase is driven by increases in residential (6.2 %)and apartment (9.1% ). The decrease is Farm is related to the redevelopment of the lest agricultural property (former Malmborg's Garden Center) located in Brooklyn Center. Tax Capacity Payable 2036 Tax Capadfy % PP11, le%na Tax eapadty-Payable 201p The City levies a flat dollar for taxes which is spread amongst all taxable properties in proportion to their percentage of the total tax capacity of the City. The comparison of this chart to last year shows that residential will pay almost the same proportionate share of total City property taxes. Across the board this is the most consistent tax capacity comparison in the past several years, with very little change in the proportions being paid. Residential represents 48.6^^/0 of the City's tax capacity. The total tax capacity of the City is estimated at $21,860,037 compared to $20,583,912 in 2016, which is an increase of $1,276,125 (6.2 % ). 10 Property Tax Implications $160,000 $950 $900 $150,000 $g50 $190,000 $g00 $J30 $130,000 $JOO $120,000 $650 $600 $110,000 $550 $100,OD0 2011 2012 2013 2014 2015 3016 2017 $500 0 Annual Cl[y Taxes $818 $J15 $6'14 $661 $755 $862 $898 � Estlmatetl Marke[Value $13J,400 $133,800 $119,800 $114,200 $131,400 $142,100 $150,000 The median value home last year had an estimated market value of $142,100 and a taxable market value of $117,649. The price of that median value home went from $142,100 to $150,000 with a taxable market value of $126,260. As a result of the market value increase, the City (including I -IRA) property tax will increase by an estimated $36 from $862 to $898. The chart shown above provides infotrnation on the median value home and City property taxes paid since 2011. The red bar and amounts on the le$ axis represent the median value home. In 2011, tkaat value was $137,400 which subsequently decreased each year to its lowest value in 2014 of $114,200. The grey shaded area and the amounts on the right axis is the property tax amount paid on that median value home. In 2011 the median value home paid $818 in City property tax, similar to the market value, we saw steady decline in City property taxes leading up to the last three valuations. Breakdown of Property Taxes Meti pl scM1ool Olsfrkfs 3395 Oth¢r Taxing County asp of Brooklyn cent¢r 38°/a Based on a Residential Property in School District k279 it City taxes account for 38 percent of property taxes paid by homeowners living in Brooklyn Center (based on the preliminary 2017 property tax levies). The remainder is comprised of taxes for the Schoo] District of 32 peroent and County of 25 percent. The property tax paid by an individual property owner could be impacted because of several different reasons including; a change in value of the property, a change in the relative proportion of the property value to the total property value (shift in distribution of taxable market value to a different property type), an increase in property taxes requested for operations of the City General Fund activities and programs, and changes in the property tax needs of the County or School District. Brooklyn Center has four different school districts all with different levies and properly tax implications. 2017 Cost of General Fund —Median Valve Home $e Flra 8� ETarganay Praparetlnesa. $62 Gar couraa, $z OtM1ar, $44 General $362 The chart shown above provides a cost breakdown of the property taxes paid by the median value home (excludes Housing 8c Redevelopment Authority property taxes). This chart provides an approximate tax dollar cost of the services provided by the City, but it should be noted that it does not take into consideration any costs outside the General Fund or reduce the cost for non - property tax funded expenses such as permit fees and charges for services of the various departments. In 2017, the typical homeowner will pay approximately $352 For police, $163 for public works, $123 for general government, $72 for community recreation, $62 for fire and emergency preparedness and $56 for community services. 2017 Capital Projects 8z Equipm¢nt Replac¢ment The Capital Improvement Plan (CIP) is a planning document that presents afifteen-year overview of scheduled capital projects to address the City's goals For maintaining public infrastructure. The CIP includes along -term £nancing plan that allows the City to allocate funds for these projects based on assigned priorities. The City has a total of $18.69 million in improvements budgeted for 2017, including Evergreen Park Area Neighborhood Reconstruction, 12 57th Avenue mill and overlay, 69th Avenue mill and overlay, 57th Avenue regional trail (Logan to I-94), 69th Avenue trail reconstruction, the replacement of emergency responder radios and the replacement of the fire department self-contained breathing apparatus (SCBA). Funding for these projects come from a variety of different sources. The complete CIP can be found in the Capital Improvement Program section in the back of this budget book. The City compiles a rolling equipment replacement schedule for all City vehicles and equipment. The Central Garage, reported as an internal service fund, administers the funding, replacement schedule and disposal of equipment in the fleet. In 2017, the City is scheduled to replace $1,414,000 in vehicles and equipment including the replacement of a fire truck and street sweeper. The detailed listing of equipment scheduled for replacement in 2017 and 2018 is included in the Internal Service Fund section of this budget book. Enterprise Funds Enterprise Funds are those programs provided by the City which generate their own revenues for operation and capital maintenance. The City operates the following three Enterprise Funds: Brooklyn Center Liquor The City operates two municipal retail liquor stores to provide for the controlled sale and distribution of alcoholic beverages in the community. Profits from the operations are used to fund projects benefitting the community and avoiding the necessity of larger property tax levies for such projects. In the past three years the Liquor Fund has transferred $718,000 to the Capital Improvements Fund for future projects. Centerbrook Golf Course The mission of Centerbrook Golf Course is to be a premier. value Minnesota golf course offering a challenging, well -conditioned course and exceptional customer service. Centerbrook Golf Course is a nine (9) hole, par three (3) golf course owned and operated by the City of Brooklyn Center. Even with the challenges of declining golf rounds, we are optimistic that many of the initiatives and course improvements will begin to reap dividends going forward; yet it is assumed that an annual subsidy for this recreational activity will be required for the foreseeable future. Our objective is to minimize the required subsidy each year by growing demand and improving efficiency. Earle Brown Heritage Center The Earle Brown Heritage Center (EBHC) is comprised of the Convention Center with Administrative Services, Catering Services and Commercial Office Rentals. These Divisions provide for the provision of maintenance, conference services, custodial functions, development, preparing, equipment servicing, and serving of food and beverage for events at Earle Brown Heritage Center. Maintenance of buildings and grounds of the commercial office spaces located at EBHC for two tenants. Additionally, the EBHC has a management agreement with Flik International for the food and beverage. 13 Public Utility Funds The Public Utility Funds track revenues and expenditures for fee based public utility services provided by the City. These funds operate on their own ability to generate revenues and receive no property tax support. Each year the City Council reviews the operations of these funds and sets rates based on the needs for operations, capital spending and debt service payments. The City operates the following five Public Utility Funds: Water Fund The City has approximately 121 miles of water main, over 1,300 water valves and 1,000 fire hydrants providing service to over 7,000 single-family residential connections and approximately 1,600 apartment/commercial/industrial customers. The budget includes a rate increase for the Water Utility for both base and consumption charges. The City currently has a quarterly base charge of $12.20 per residential and commercial irrigation meter. In addition to this base charge, the City charges a consumption charge of $2.03 per 1,000 gallons (up to 30,000 gallons per quarter). The 2017 rates will increase to $14.64 per residential meter and $2.44 per 1,000 gallons, which is an increase of $2.44 per quarter in base charges and $0.31 in the consumption charge per 1,000 gallons. Multi -family, commercial and industrial properties currently pay a quarterly base charge depending on the size of the meter and a consumption rate of $2.53 per 1,000 gallons. The 2017 consumption rate will be adjusted to $3.04 per 1,000 gallons, which is an increase of $0.51. The amount by which the water bills at any particular property will be affected by rate increases depends on the size of the meter connection and the amount of water consumed. The change in the quarterly utility bill for a household using 18,000 gallons of water (considered the typical residential user) is estimated to be $9.82 per quarter. Water rate increases are driven by the City's construction of a water treatment plant, which opened in 2016. The water treatment plant has reduced the level of manganese from our water supply. The (estimated) total cost for the water treatment plant is $19.98 million, which was financed through a low interest loan under the Drinking Water Revolving Fund through the Minnesota Public Facility Authority (PFA) loan program. The loan is being repaid over twenty years at one percent, which calculates to annual repayments of approximately $1.1 million. Next year will be the third and final year of phased water rate adjustments needed to provide sufficient revenue for these annual loan repayments. Sanitary Sewer Fund The City provides for the collection and conveyance of wastewater through a system of mains and lift stations. Sewage is treated by the Metropolitan Council Environmental Services, whose contracted services account for approximately 75 percent of the fund's operating expenditures. 14 The City currently charges a quarterly base charge o£ $80.02, which will increase to $82.42 in 2017. The $2.40 quaRerly increase is predominantly driven by the replacement cost of sanitary sewer infrastructure related to the neighborhood reconstruction projects over the upcoming years. Storm Sewer Fund The City provides for the collection and management of storm water throughout the City in compliance wish State and Federal regulatory requirements. The Storm Drainage Utility operates and maintains approximately 84 miles of storm sewers and nearly 100 storm water management ponds or treatment devices. There will be no changes to the current Storm Sewer fees. The currevt fees are sufficient to cover costs and meet fund balance targets for the near term future. Rate Comoarison (Water/Sewer/Storm Sewer) The City annually compares its utility rates to nine other cities that are considered to be similar to Brooklyn Center. Not all of the comparison cities operate a recycling or a street light utility, however eight of the comparison cities provide water, sewer and storm sewer utilities (White Bear Lake does not provide a storm water utility). The races shown in the table below for the comparison cities are their 2016 rates. At the time this chart was compiled their 2017 rotes were unkaiown. The rates were used to calculate the typical residential quarterly bill. The results of that comparison show that even with the adjustments in water rates for the construction of the water treatment plant, Brooklyn Center remains near the bottom. The City's 2017 bill for these services of $155.46 compares favorably to average of $168.34. Szs9.9a � 2oi6 Quarmrly total Watty sewer, ana storm Ufllity BIII (18.000 gallons) Sz9o.o9 S150A0 I Sioo.00 Sso 00 -_ _.,- - 1_� ����_��� 3 vaa�w e...:��o.. ni.nn.m o..,a M•w.-�.a :ro...�.., ro..ai�. va.r rv.w a=v. tYVhit¢ Bear Lake does no[ operate a stos-m avnter vti/ity 15 Street Lighting Fund The City provides electrical service, maintenance, repair and replacement of lights owned by the City. The City owns approximately 71 ornamental lights, primarily in the Earle Brown commercial area, 85 ornamental lights on Brooklyn Boulevard, 40 ornamental lights along Xerxes Avenue, 72 ornamental lights along Bass Lake Rd and 57th Avenue and leases approximately 915 lights from Xcel Energy. Another 97 lights owned by the City are located on traffic signal systems. There will be no changes to the current Street Lighting fees. The current fees are sufficient to cover costs and meet fund balance targets for the near term future. Recycling Fund The Hennepin Recycling Group (HRG) is a joint powers organization consisting of the cities of Brooklyn Center, Crystal and New Hope. The HRG is responsible for managing a comprehensive recycling and waste education system for the residents of these cities. Residents pay a Recycling Service fee on their utility bill for curbside recycling, the use of a yard waste and tree branch drop off site, and proper waste management and special material education and services. In 2016, City Council adopted a mid -year rate increase of $3.15 per quarter which will provide the funding for a City-wide clean-up (pick up and removal of large items from the curbside). The City currently charges a quarterly base charge of $12.36 in 2016, this amount will decrease to $11.98. The $0.38 decrease is a result of an adjustment to the administrative costs the City applies to the fund. Housing and Redevelopment Authority The Housing and Redevelopment Authority (HRA) levy for 2017 is $329,079, which is an increase of $20,561 from 2016. State law establishing a HRA provides for an operating levy of up to 0.0185% of the taxable market value within the jurisdiction to carry out the purposes of the Authority. In Brooklyn Center after forming an HRA, the City established an Economic Development Authority (EDA) that assumed and expanded the HRA responsibilities into the areas of economic development. The HRA levy is required to provide the funding for the EDA activities. 16 Member introduced the following resolution and moved its adoption: RESOLUTION NO. RESOLUTION APPROVING FINAL TAX CAPACITY LEVIES FOR THE GENERAL FUND AND HOUSING & REDEVELOPMENT AUTHORITY AND MARKET VALUE TAX LEVY FOR THE DEBT SERVICE FUND FOR PROPERTY TAXES PAYABLE IN 2017 WHEREAS, the City Council of the City of Brooklyn Center is the governing body of the City of Brooklyn Center; and WHEREAS, Minnesota Statutes require that the final property tax levy be provided to the Hennepin County Auditor no later than December 30, 2016. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center, Minnesota that a tax is hereby levied on all taxable real and personal property within the City of Brooklyn Center for the purpose and sums as follows: General Fund — Tax Capacily Based General Operations Levy $15,285,946 Tax Abatement Levy 59,000 Subtotal Tax Capacity Levies $15,344,946 Debt Service — Tax Capacity Based Public Improvement Bond Levy $ 849,968 Total City Levy $16,194,914 Housing and Redevelopment Authority — Market Value Based HRA Tax Levy $ 329,079 ATTEST: December 5, 2016 Date Mayor City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Member introduced the following resolution and moved its adoption: RESOLUTION NO RESOLUTION ADOPTING THE 2017 ANNUAL CITY BUDGET WHEREAS, the City Council of the City of Brooklyn Center is required by City Charter and State Statute to annually adopt a budget; and WHEREAS, the City Council has reviewed the proposed governmental and enterprise fund budgets and has determined the budget is adequate to fund all City operations in 2017. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that revenues and appropriations authorized for 2017 shall be: General Fund Revenues and Other Sources $ 3,048,569 Property Taxes $ 15,278,667 Excess Tax Increment 380,000 Lodging Tax (Gross Receipts) 1,050,000 Licenses and Permits 728,555 Local Government Aid 775,888 Other Intergovernmental Revenues 654,365 Charges for Services 834,095 Fines and Forfeits 262,500 Miscellaneous Revenue 203,940 Special Assessments 130,000 Other Financing Sources 150,000 Total General Fund Revenues $ 20,448 010 Appropriations and Other Uses General Government $ 3,048,569 General Government Buildings 848,964 Police 8,182,433 Fire & Emergency Preparedness 1,431,459 Planning & Zoning 176,153 Building & Community Standards 1,128,489 Public Works 3,786,811 Community Activities, Recreation & Services 1,668,962 Convention and Tourism 498,750 Joint Powers 180,000 Risk Management 220,610 Central Services and Supplies 132,294 Reimbursement from Other Funds (1,040,484) Transfer Out -Miscellaneous 185,000 Total General Fund Appropriations $ 20,448,010 Special Revenue Funds Revenues and Other Sources Economic Development Authority $ 485,353 Housing and Redevelopment Authority 329,079 Community Development Block Grant 150,000 Police Forfeitures 40,709 TIF District #2 12,530 TIF District #3 3,306,834 TIF District 94 438,125 TIF District 95 498,825 City Initiatives Grant Fund 264,723 Total Special Revenue Funds $ 5.526.178 Appropriations and Other Uses Economic Development Authority $ 467,259 Housing and Redevelopment Authority 329,079 Community Development Block Grant 150,000 Police Forfeitures 37,100 TIF District 92 20,000 TIF District #3 2,787,047 TIF District 94 262,713 TIF District #5 498,900 City Initiatives Grant Fund 236,943 Total Special Revenue Funds $ 4.789.041 Debt Service Funds Revenues and Other Sources 2006A GO Improvement Bonds $1,308 2008A GO TIF Bonds 136,438 2008B GO Improvement Bonds 173,168 2013A GO TIF Bonds 432,588 2013B GO Improvement Bonds 636,646 2015A GO Improvement Bonds 411,360 2015B GO TIF Bonds 1,745,950 2016A GO Improvement Bonds 212,436 Total Debt Service Funds $ 3,.749,894 Appropriations and other Uses 2006A GO Improvement Bonds $67,735 2008A GO TIF Bonds 136,438 2008B GO Improvement Bonds 257,545 2013A GO Improvement Bonds 432,588 2013B GO Improvement Bonds 621,700 2015A GO Improvement Bonds 403,438- 2015B GO TIF Bonds 1,745,950 2016A GO Improvement Bonds 30,620 Total Debt Service Funds $3,696,014 Capital Project Funds Revenues and Other Sources Capital Improvements Fund $ 3,222,577 Infrastructure Construction Fund 2,357,722 Municipal State Aid (MSA) Fund 1,045,713 Capital Reserve Emergency 7,294 Street Reconstruction Fund 3,519,627 Earle Brown Heritage Center Capital Fund 232,492 Technology Fund 141,349 Total Capital Project Funds $ 10.526 ,774 Appropriations and Other Uses $ 6,093,685 Capital Improvements Fund $ 4,335,000 Infrastructure Construction Fund 1,862,800 Municipal State Aid (MSA) Fund 2,195,000 Street Reconstruction Fund 3,175,000 Earle Brown Heritage Center Capital Fund 236,000 Technology Fund 138,100 Total Capital Project Funds $ 11.941.900 Enterprise Funds Revenues and Other Sources Brooklyn Center Liquor $ 6,093,685 Centerbrook Golf Course 296,250 Earle Brown Heritage Center 4,915,851 Total Enterprise Funds $11.305.786 Appropriations and Other Uses Brooklyn Center Liquor $ 6,132,762 Centerbrook Golf Course 290,720 Earle Brown Heritage Center 5,338,449 Total Enterprise Funds $11,761.931 Public Utility Funds Revenues and Other Sources Water Fund $ 7,938,925 Sewer Fund 6,448,597 Storm Sewer Fund 1,669,894 Street Lighting Fund 454,430 Recycling Fund 361,305 Total Public Utility Funds $ 16.873,151 Appropriations and Other Uses Water Fund $ 9,163,375 Sewer Fund 6,985,712 Storm Sewer Fund 3,630,747 Street Lighting Fund 488,312 Recycling Fund 384368 Total Public Utility Funds $ 2052,314 Internal Service Funds Revenues and Other Sources Central Garage Fund Total Internal Service Funds Appropriations and Other Uses Central Garage Fund (w/ Depreciation) Total Internal Service Funds ATTEST: December 5, 2016 Date City Cleric Mayor $1,802,448 $1 .802 448 $ 3306,078 $ 3.306.078 The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. Member moved its adoption: RESOLUTION NO. introduced the following resolution and RESOLUTION APPROVING THE 2017-2031 CAPITAL IMPROVEMENT PLAN AND ADOPTING THE 2017 CAPITAL PROGRAM WHEREAS, the City Council of the City of Brooklyn Center determined it is fiscally responsible and necessary to develop an infrastructure plan that coordinates the long- range municipal needs; and WHEREAS, the City Council reviewed and discussed the proposed 2017-2031 Capital Improvement Plan together with the Financial Commission on July 18, 2016; and WHEREAS, the City Council of the City of Brooklyn Center annually adopts a Capital Improvements Program following review and discussion by the City Council; and WHEREAS, attached hereto and incorporated herein by reference as Exhibit A is the documentation for the above referenced 2017-2031 Capital Improvement Plan: and WHERAS, the City Council of the City of Brooklyn Center authorizes the 2017 Program be included in the 2017 Annual City Budget. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that the 2017-2031 Capital Improvement Plan as set forth in Exhibit A to this Resolution be and hereby is adopted. ATTEST: December 5, 2016 Date Mayor City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against the same: whereupon said resolution was declared duly passed and adopted. 1fBrookjfyn ' 2017 CAPITAL IMPROVEMENT PROGRAJ The 2017-31 Capital Improvement Plan (CIP) is a planning document that presents a fifteen -year overview of scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a long-term financing plan that allows the City to allocate fiends 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 2017-2031 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 CIP proposes capital expenditures totaling approximately $203 million over the next 15 years for improvements to the City's streets, parks, public utilities and municipal buildings. A brief description of the four functional areas is provided below. Public Utilities The City operates four utility systems, all of which have projects included in the CIP - water, sanitary sewer, storm drainage and street lighting. A vast majority of the public utility improvements are constructed in conjunction with street reconstruction projects. The remaining portion of public utilities projects include improvements to water supply wells, water towers, lift stations, force mains and storm water treatment system. Street Improvements Street improvements include reconstruction or resurfacing of neighborhood (local), collector and arterial streets. Proposed improvements include the installation or reconstruction of curb and gutter along public roadways. As rioted earlier, street improvements are often accompanied by replacement of public utilities. Park Improvements Park improvements include the construction of hails, 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. 2017-2031 Capital Improvement Program P a g e I I Capital Maintenance Building Improvements Capital maintenance building improvements include short and long term building and facility improvements identified in the 18 -year Capital Maintenance Building Program approved in 2007. CIP Funding Sources Capital expenditures by finding source for the fifteen -year period are shown in Table 1 and Figure 1. Major finding 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. Special Assessments 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 (MSA) 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. Debt was issued in 2015 to supplement this fund and is expected to again be issued in firture years to maintain the current reconstruction plan. 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 in 2017 is estimated to be $1,045,000 and provides for maintenance and construction activities within the City's MSA street system. Capital Projects Funds The City Council adopted a Capital Project Funding Policy in January 2014, to provide reoccurring sources of funding for the City's Capital Projects Funds. The Policy specifically identifies three main funding sources including: audited year-end General Fund unassigned find balance above 52 percent of the next year's General Fund operating budget; audited year-end Liquor Fund unrestricted cash balance that exceeds three and a half months of the next year's operating budget and one year of budgeted capital equipment needs; and Local Governmental Aid (LGA) received in the amount of $650,000 or half of the amount received by the City (whichever is greater). Other funding sources in this category include grants, park district finding, watershed finding, federal and state funding and county finding as detennined on a project by project basis. Typically the City Council has directed these finds towards municipal facilities such as parks, trails, public buildings and other general purpose needs. 2017-2031 Capital Improvement Program P a g e 12 TABLE 1. 2017-2031 Capital Improvement Plan -Summary by Funding Source FIGURE 1.2017-2031 Capital Improvement Plan —Overview of Project and Funding Sources Capital Improvement Plan by Funding Source Spacial Assessments, Capital ProJacts, 36% �,. 2019-2031 CaPitel ImProwment Program Page 3 Total Funtling Neatl t6- r Awraga Annual Funtlln Naetl Pereant oI Total Naetl Water Utility $22,453,000 $1,496,867 11% Sanitary Sewer Utility $20,155,000 $1,343,667 10% Storm Drainage Utility $19,61.000 $1,198,069 9% Strect Lighting Utility $2,292,000 $151,467 1% Municipal SFata Aitl $10,655,000 $710,333 5% Street Reconstruction Funtl $35,014,000 $2,334,269 19% Capital Projects Funtl $72,331.000 $4,822,067 35% Spacial Assessment Collections $23,984,000 $1,598,933 12% TOTAL $204,535,000 $13,635,668 100% FIGURE 1.2017-2031 Capital Improvement Plan —Overview of Project and Funding Sources Capital Improvement Plan by Funding Source Spacial Assessments, Capital ProJacts, 36% �,. 2019-2031 CaPitel ImProwment Program Page 3 _= :: =1 0 N r O 2� O E o (a N pl (v) N 0 aa)) E E w > O Z E (a cu U 3 U :cu U) _ c E U N m p a) CAN Q O Q) m CL 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 C 0 0 0 0 C 0 O 0 O O o C C C C C 0 0 C) O NNO tto M (O o0oa O V wm N O td V "i N_ M_ V tC) V' N 0 m O V a r N (LD, O) 00 ) V'00 M 0 c, �. 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Cl) Ef) ff) 0 0 0 0 0 0 0 0 0 0 0 0 0 C C 0 0 O O 0 69 o 69 69 CA 69 O O Q O O O O V co EA 69 69 EA o 0 0 0 0 0 0 0 0 0 O 0 0 CL C 0 0 CL 0 0 69 o d) 69 CA EA O C 000_0 O � O wff) 0 EA EA 69 69 0 0 0 0 0 0 0 0 o O O O O C O O O O O O 69 O EA 69 69 69 O O 0 0 0 0 0 O N� Cl) � V (Al 69 69 0 0 0 0 0 0 0 0 0 0 O O 69 O 69 O O 69 69 fA (A 69 EA 0 O v o v N 69 ea M 69 0 0 0 0 0 0 O O o 0 O O 00 0 0 0069W C o 0 Et7 0 O W NN N M (O 6% 69 69 69 r- 69 0 0 0 0 0 0 0 0 0 0 O 0 0 O C 0 0 C Ci 069646960 0 O O O CD M O V N M N CC ) n Oct EH 69 69 U7 CA 69 (0 O a in N N N O N G N @ N N E N C 4E)m0 > (p a5a > ° m -C Q N amo C O d) N _ n a> m a� 6.2 E CL NEO=>C_vrn N -p C O @ N N pia p = m N"O—LL' m@ p a m m Q- N m U) 00 > (6 Q.enQ 15 12 N (6JN a� o N N d N C -Y (p/) @E C N C = Cl6 @ (6Q r -r- � (Uw Q m. noo 0 orn >rn m � 0 (D -� (D C/) (o W (o U co W m IL U 0 N r O 2N.. , NN N O Cl O N C E o E E >0 O Z d E m m U ;r 3 c LL fU L c (n p N d' r 0 0 0 0 0 O o E9 E9 64 69 O O O O O fA E9 O O O O O I O O E9 696-j 69 o O OLo o�(lo r 69 O 7 M N rn N N a co F- a U 0000000 O c) 000000 000000 0 0 0 0 0 0 0 0 0 0 0 0 Cl 0 0 c) I O O O o N M 0 N co E9 O 00 - i... Cl) EFT E9 E9 E9 N W CO E9 EfT HT ffl 0 cli UT M f9O o '� �3 0 0 0 0 0 0 0 O 69 69 Eg o O E9 69 0 O O O E9 VT coco 000000 CD O v 6F� EA E9 o coco CA 000000 � 0 � 69 O0 O 0000000 69 E9 0 E9 O Efl 69 E9 69 6969 69 EA 0 0 0 0 0 0 0 O ea, O O 0 o O 69 O E9 EA 69 O O O O O E9 E9 O O Cl O co 69 E9 fA O E9 0 E9 M ffT CO v 0 00 0 0 0 0 Cl 88 000 0 E9 o E9 c 69 p c E9 O O O o) 0 m Mco E9 UT f9 6s U3 O 69 (Oo 0 0 0 0 0 0 0 p 000 O O UT o 690 O ui O O O o 0 T 0 M EA 69 I- fl - f9 E9 O 0 004 UT E9 69 f9 69 EFT 0 0 o00000o 0 0 0 o UT 69 o O O c o EA c E9 E9 EA o c 0 O &f, E9 Ufl E9 o O (00 w 69 M EA E9 o000oo0 6sOEfl o 0 O 09,0069W,6969 0 O o Vi N � O M c0 N cc E9 - 69 E9 O N EA m ffT O 0 0 0 0 0 0 0 O o O o E9 E9 E9 69 O 7 N — O EA EA UT O 9 - E9 Z Nr O M N (0 Y N N O 06 O ~ C: O E ( 0 p O >� � O` — N M M N p Caj O oo N N E N N> O M NO N tT C_ .N-. 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N a _ O - O tT LL Cn N g C c 0 (o .0 @E0 U' (n a3 0 UPON co @ 0u N Z3 Lo `om C) ca aci Y�CoZ� N E N O (6 N a) O (.30.ULntnU r 0 0 0 0 0 O o E9 E9 64 69 O O O O O fA E9 O O O O O I O O E9 696-j 69 o O OLo o�(lo r 69 O 7 M N rn N N a co F- a U 000000 O 000000 000000 O O (O O M Co V M M M O N p O O Efl 69 cq 0 E9 69 CO 0 0 0 0 0 0 O EFT w M f9O o 0 0 N N E9 VT 000000 O UT 69 EA E9 69 EA 69 0 0 0 0 0 0 O O0 O 69 69 E9 V -T O O O O 00 oa e9, ea, 000000 O 0 0 C 0 0 0 0 o E9 E9 O O O co 00 M �t 3 CO v O EFT 69 69 cl E9 E9 00 C,VF, 0 0 EA E9 0 0 O EFT C) O (Oo N W (fl E9 O 04 f9 EA 0 0 0 0 0 0 O E9 EfT UT E9 69 f9 69 0 0 o 0 0 0 0 o E9 UT 69 613-61i o I M O EA E9 6sOEfl 0 O 0 0 O O O � O M L O r m O O d � O O 7 N — O O M Z O O O M N Y N 7 O N N ~ 0 E ( 0 >� �r O` EU M o L °� ca N E N C ic 5 O o '- C Co � tT C_ o r (9 ap Q C E as U) I- C J r c (Oj C O C U O O Z�'�O° 33:Ez�c UU)2 c Z o`0g 72 LL Cn m E•Q CN U' (n J1E 0 r 0 0 0 0 0 O o E9 E9 64 69 O O O O O fA E9 O O O O O I O O E9 696-j 69 o O OLo o�(lo r 69 O 7 M N rn N N a co F- a U PROJECT DESCRIPTIONS 2017-2031 Capital Improvem¢nt Program City o£Brooldyn Center Table of Contents Street and Utility Improvements....................................................................................................................14 Evergreen Park Area Improvements and Safe Routes to School - 2017 ...................................................14 57s' Avenue Pavement Rehabilitation (Humboldt Avenue to Interstate 94) - 2017 .................................. 15 69tfi Avenue Mill and Overlay (Shingle Creek Parkway to Dupont Avenue) - 2017 ...............................16 France Avenue Mill and Overlay (North o£69°' Avenu¢) - 2017.............................................................. 17 Firehouse Park Area Improvements - 201 8............................................................................................... 18 Bellvue Area Mill and Overlay - 2018................................................:.....................................................19 5 1" Avenue Improvements (at Brooklyn Boulevard) - 201 8.....................................................................20 Interstate Area Improvements - 2019........................................................................................................21 Southeast Area Mill and Overlay - 2019...................................................................................................22 Humboldt Avenue (County Road 67) Reconstruction (53`tl to 57`� Avenues) - 2019 ................................23 Grandview Park Area Imptrovements - 2020.............................................................................................24 Logan, Lilac and 59�^ Avenues Reconstruction - 2020..............................................................................25 Ryan Lake Industrial Park Area Improvements - 2021.............................................................................26 Northwest Area Mill and Overlay - 2022..................................................................................................27 I{nox, James and 54`� Avenues Area Improvements - 2023......................................................................28 51" Avenue Improvements (West of France Avenue) - 2023...................................................................29 50°i Avenue Improvements (France Avenue to Draw Avenue) - 2023 .....................................................30 53`a Avenue Improvements (Penn Avenues to 4`^ Street) - 2023................................................................31 LYndale Avenue Improvements - 2023.....................................................................:...............................32 Woodbine Area Improvements - 2024.......................................................................................................33 Humboldt Avenue Improvements - 2024..................................................................................................34 Orchard Lane East Improvements - 2025..................................................................................................35 Orohard Lane West Area Improvements - 2026........................................................................................36 53`d Avenue and Xerxes Avenue ImProvem ents - 2026............................................................................37 Meadowlark Gardens Area Improvements - 2027.....................................................................................38 StAlphonsus Area Mill and Overlay - 2027............................................................................................39 67°i Avenues and James Avenues Mill end Overlay - 2027.........................................................................40 John Martin Drives Mitl and Overlay - 2027..............................................................................................41 68`^ Avenue and Lee Avenue Mill and Overlay - 2027.............................................................................42 73rtl Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) - 2028 .......................................43 Project Summaries - P ages � 10 2017-2031 Capital Improvement Program 66th Avenue and Camden Avenue Mill and Overlay - 2028......................................................................44 Earle Brown Drive Area Improvements - 2028.........................................................................................45 Garden City Central Area Improvements - 2029.......................................................................................46 Garden City North Area Improvements - 2030.........................................................................................47 Garden City South Area Improvements - 2031.........................................................................................48 Water Main and Sanitary Sewer Improvements............................................................................................49 Lift Station No. 1 Rehabilitation and Wetwell Improvement - 2017 .....................................................49 Well Motor Speed Controls Variable Frequency Drive (VFD) Upgrade Wells 4 and 10 - 2017 ..........49 Water Tower No. 2 Painting - 2018.......................................................................................................49 Lift Station No. 2 Rehabilitation - 2018.................................................................................................49 Lift Station No. 9 Force Main Replacement - 2019...............................................................................49 WaterTower No. 1 Painting - 2020.......................................................................................................49 Lift Station Nos. 8 and 9 Rehabilitation - 2025..................................................................................... 50 Lift Station Nos. 3 and 4 Rehabilitation - 2028..................................................................................... 50 Lift Station Nos. 5 and 6 Rehabilitation - 2029..................................................................................... 50 Sanitary Sewer Lining (Mississippi River Trunk North of Interstate 694 to 70th Avenue/Willow Lane) -2030 ......................................................................................................................................................50 Lift Station No. 2 Force Main Lining (Under Interstate 94) - 2030 ....................................................... 50 Lift Station Nos. 7 and 10 Rehabilitation - 2030................................................................................... 50 Lift Station No. 1 Generator Replacement - 2031.................................................................................. 50 Street Light and Traffic Signal Improvements.............................................................................................. 51 Traffic Signal System Rehabilitation (691h Avenue and France Avenue) - 2017 ................................... 51 Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2018 .................... 51 Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021 .....................51 Traffic Signal System Rehabilitation (Shingle Creek Parkway/John Martin Drive) - 2021 .................. 51 Traffic Signal System Rehabilitation (Shingle Creek ParkwayBrookdale Square) - 2025 ................... 51 CapitalMaintenance Building Plan............................................................................................................... 52 Yearly Capital Maintenance Building Plan Projects..............................................................................52 StormWater Improvements........................................................................................................................... 52 Storm Water Management Basins..........................................................................................................52 StormWater Pond 26-005 - 2017........................................................................................................... 52 StormWater Pond 63-006 - 2017........................................................................................................... 52 StormWater Pond 41-001 - 2018........................................................................................................... 52 StormWater Pond 43-001 - 2018...........................................................................................................52 StormWater Pond 60-002 - 2018...........................................................................................................53 StormWater Pond 60-004 - 2018........................................................................................................... 53 Project Summaries Page 111 2017-2031 Capital Improvement StormWater Pond 62-001 - 2018........................................................................................................... 53 StormWater Pond 64-002 - 2018...........................................................................................................53 Storm Water Pond 12-001- 2019............................................................................................................53 StormWater Pond 12-006 - 2019...........................................................................................................53 StormWater Pond 26-006 - 2019...........................................................................................................53 StormWater Pond 35-004 - 2019...........................................................................................................53 Storm Water Pond 61-001 - 2019...........................................................................................................53 StormWater Pond 48-001 - 2021...........................................................................................................54 StormWater Pond 26-004 - 2022...........................................................................................................54 StormWater Pond 35-003 - 2022...........................................................................................................54 StormWater Pond 57-003 - 2022...........................................................................................................54 StormWater Pond 40-001 - 2023...........................................................................................................54 StormWater Pond 17-001 - 2025...........................................................................................................54 StormWater Pond 41-002 - 2026...........................................................................................................54 Storm Water Pond 53-001 - 2026........................................................................................................... 54 Storm Water Pond 11-001 - 2028...........................................................................................................54 StormWater Pond 59-003 - 2029...........................................................................................................55 StormWater Pond 60-003 - 2029...........................................................................................................55 StormWater Pond 63-001 - 2029...........................................................................................................55 StormWater Pond 63-002 - 2029...........................................................................................................55 StormWater Pond 64-001 - 2029...........................................................................................................55 StormWater Pond 57-004 - 2030...........................................................................................................55 StormWater Pond 57-005 - 2030...........................................................................................................55 Storm Water Pond 70-002 - 2031...........................................................................................................55 Shingle Creek Reaeration Project - 2017...............................................................................................55 Opportunity Area Outlet Backflow Preventer Improvements - 2017 .................................................... 56 Connections at Shingle Creek Phase 2 - 2019........................................................................................56 70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019................................................................ 56 61st Avenue and Perry Avenue Storm Sewer Improvement - 2021 ......................................................56 65th Avenue Trunk Storm Sewer Rehabilitation - 2021........................................................................56 Parkand Trail Improvements.........................................................................................................................56 57th Avenue Regional Trail Project (Logan Avenue to Interstate 94) - 2017 ........................................56 69th Avenue Trail Reconstruction (Shingle Creek Parkway to Dupont Avenue) - 2017 .......................56 Evergreen Park Trail and Parking Lot Improvements - 2017................................................................56 Basketball Court Resurfacing (Kylawn, Centennial West and Northport Parks) - 2017 ....................... 56 Project Summaries P a g e 112 2017-2031 Capital Improvement West River Road Trail Improvements - 2018........................................................................................57 Bridge Rehabilitation (4 Bridges) - 2018...............................................................................................57 Centennial Park East Trail Replacement - 2017.................................................................................... 57 Arboretum Trail Replacement - 2018.................................................................................................... 57 Brooklyn Boulevard City Entrance Signs Rehabilitation - 2019........................................................... 57 Freeway Park Trail Replacement - 2021................................................................................................57 Park Playground Equipment Replacement - 2019 through 2021...........................................................57 Palmer Lake Trail Reconstruction - 2022.............................................................................................. 57 Northport Park Trail Replacement - 2023.............................................................................................. 57 Miscellaneous Tennis Court Resurfacing - 2024................................................................................... 57 ParkName Sign Replacement - 2025.....................................................................................................57 Hockey Rink Rehab ilitation/Replacements - 2026................................................................................57 Irrigation Systems Rehab ilitation/Replacements - 2026........................................................................58 Centennial Park Softball Field Improvements - 2026............................................................................58 Softball/Baseball Fence Replacement - 2027.........................................................................................58 691h Avenue Trail Reconstruction - 2027............................................................................................... 58 Evergreen Park Scoreboard Improvements - 2027.................................................................................58 69th Avenue Landscape Rehabilitation - 2027....................................................................................... 58 Park Trail and Parking Lot Lighting Improvements - 2028................................................................... 58 Centennial Ball Field Scoreboard Replacement - 2029.........................................................................58 Park Bleacher Replacement - 2031........................................................................................................58 Miscellaneous Projects and Improvements.................................................................................................... 59 Brooklyn Boulevard Corridor Project (491h Avenue to Bass Lake Road) - 2018 ................................... 59 Azelia Avenue Retaining Wall Replacement - 2018.............................................................................. 59 Lilac Drive Trail Retaining Wall Replacement (South of County Road 57) - 2020 .............................. 59 Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021 .............. 59 Trunk Highway (TH) 252/66th Avenue Interchange and 70th Avenue Pedestrian Overpass - 2021 ...... 59 Retaining Wall Replacements (Miscellaneous Locations) - 2029 ......................................................... 59 Project Summaries Page 13 2017-2031 Capital Improvement Street and Utility Improvements Evergre¢n Park Area Improvements and Safe Routes to School - 201'7 The Evergreen Park project area extends fl'om Humboldt Avenue to Trunk Highway (TH) 252 and { nm 69i0 Avenue to 73`s Avenue. Dupont Avenue is not included in the project area. The total project length is 16,996 -£eat. The neighborhood consists of approximately 214 residential properties (Rl to R6). Stµeets ; � E 1 70 Avenue is designated as a MSA Route. Most of the streets in the 3 .,_.- project area were originally constructed between 1963 and 1966. Existing streets are generally 30 -feet wide with no curb and gutter. 70°� I _ Avenue £rom Dupont Avenue to TH 252 has concrete curb and gutter and ranges in size from 30 to 65 -feat wide. 70i0 Avenue was constructed in 1982. The street pavement is deteriorated throughout most o£ the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of full street reconstruction and installation o£ new sidewalks and trails at specific ar¢as along 70th, 72nd and Camden Avenues. Water main The Evergreen Park project area contains a complex water main system. This area contains five municipal wails, one water tower and the water h'eatment plant. The existing water main ranges in size from 6 -inch diameter cast iron pipe (C1P) to 30 -inch steel pipe. The main line water main in the residential areas generally consists of 6 - inch CIP 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 o£ water main breaks along 72"d Avenue, Woodbine Lane and Camden Avenue. Water records indicate 23 main breaks have ocmirred within the neighborhood and 1 O properties have experienced frozen water service in past winters. The current project estimate assumes replacement of the older 6 -inch to 30 -inch test iron water main. Sanitary Sewer The sanitary sewer in the project mrea consists of 8 -inch diameter vitrified clay pipe (VCP) installed in 1961 and IS -inch reinforced concrete pipe (ACP) installed in 1960. The south portion of the project area wnteins 8 -inch diameter VCP installed in 1958 and 1960. Approximately 45 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing mast 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 £air. The torrent cost estimate includes complete replacement of the sanitary sewer. Storm Sewer A majority of the stot�rt water runoff £rom the project area is conveyed to the Mississippi River. Emerson Avenue, Bryant Avenue and Camden Avenue have storm drainage systems that flow to 7010 Avenue and then to the Mississippi River. The trtudc line on 70t0 Avenue consists of pipe ranging in size from 42 -inch to 66 -inch reinforced concrete pipe installed in 1960. The current project cost estimate assumes complete reconstruction of the existing storm system in the project area. The condition o{the trunk storm sewer pipe along 70'0 Avenue will be evaluated to determine the remaining service life. The project estimate includes complete storm sewer replacement and construction of a storm wafer treatment facility to treat regional storm water ntnoff 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 17 wood poles with 17 fiberglass poles with acut-ofF type LED light fixave and underground power. Project Summaries Page � 14 2017-2031 Capital Improvement 57°� Avenue Pavement Rehabilitation (Humboldt Avenue to Interstate 94) - 2017 The 57°i Avenue project area includes 57a' Avenue from Humboldt Avenue to Interstate 94. The project area contains a total of 2,894 linear feet of local streets- The neighborhood consists of 42 residential properties. Streets 57 ^Avenue is designated as a MSA Route. This project area ���� � f i��i� �� t Tei ���1'�,i -i 11i������ jl I I� 4-{� I t I it �� _ ��'y I � I_'j � i_ I-- k��� �-'I I ��_� �r moi?`-�'' 4 t� M I � �� �'`�� ��t/� '��. _ ~ was reconstructed in 1996. The road is 38-£eet 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. Approximately 50 pa�roent of the roadway has been milled and overlaid and/or pavement will be replaced with the adjacent regional trail project. The current cosi estimate assumes street improvements that consist of minor concrete repairs and a 2 -inch mill and overlay £or the remaining portions of the roadway (approximately 50 percent) with a new chip seal coat over the entire surface. Water main The existing water main in the project area consists of 6 -inch diameter ductile iron pipe (DIP) installed in 1996. The current project cost estimate includes casting replacement only - Sanitary Sewer The sanitary sewer in the project az'ea consists of 8 -inch diameter and 30 -inch diameter poly -vinyl chloride (PVC) installed in 1998 and 1999. The cun-ent project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer in the project arca consists o£ a trunk storm line that flows east to the Mississippi River. It contains 21 -inch to 36 -inch diameter RCP installed is 1996. The current project cost estimate includes casting tcplacement only. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cos[ estimate inchides replacing the 9u'ee wood poles with three fiberglass poles with acut-off Type LED light flxtmre and underground power. Project Summaries Page � 15 2017-2031 Capital Improvement 69th Avenue Mill and Overlay (Shingle Creek Parkway to Dupont Avenue) - 2017 . �-I--- - - �� I w,r � i � _ �7 +... — _ _--- -_- �'{1�T� �: ssq�l i i CL� i The 69a' Avenue mill and overlay project area extends from Shingle Creek Parkway to Dupont Avenue. The project area contains a total of 6,902 linear £eet of local streets. The neighborhood consists of approximately 30 rosidential properties (Rl), one R3 property, flue RS properties, six industrial (Il) and flue commercial (C2) properties. Streets This segment of roadway is designated as a MSA Route- This section of 69'" Avenue was reconstructed in 1996. The existing sbreet ranges from 30 to 50-£eet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of complete bituminous trail replacement, approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 peroent apron replacement and a 2 -inch mill and overlay. Water main Tha existing water main in the 69'^ Avenue project area consists o£ 16 -inch diameter CIP installed in 1960 and 24 -inch diameter DIP installed in 1996. Based on current maintenance records there have been three water main breaks in this area since the road was last reconstaicted. Tha current project cost estimate includes casting replacement only - Sanitary Sewer The sanitary sewer on 69'k Avenue consists o£4 -inch VCP installed in 1962, 8 -inch diameter VCP installed between 1961 and 1969 and 12 -inch diameter VCP instailed in 1969. Tha current project cost estimate includes casting replacement only. Storm Sewer Tha existing storm sewer on the west half of the 69"' Avenue $roject consists of 15 -inch to 18 -inch diameter RCP that drains to Shingle Creek. The east }calf of the 69' Avenue project consists o£ 12 -inch to 30 -inch diameter RCP That drains to the Mississippi River. All of the storm sewer on 69'^ Avenue was installed in 1996 when the road was reconstructed with the exception of 250-£eet of 30 -inch RCP installed in 1969. The cun�ent project cost estimate includes casting replacement as needed. Street Lighting The current cost estimate includes replacing one wood pole with a fiberglass pole with acus -off type LED light fixture and underground power. Project Summaries Page � 16 2017-2031 Capital Improvement �, The 69a' Avenue mill and overlay project area extends from Shingle Creek Parkway to Dupont Avenue. The project area contains a total of 6,902 linear £eet of local streets. The neighborhood consists of approximately 30 rosidential properties (Rl), one R3 property, flue RS properties, six industrial (Il) and flue commercial (C2) properties. Streets This segment of roadway is designated as a MSA Route- This section of 69'" Avenue was reconstructed in 1996. The existing sbreet ranges from 30 to 50-£eet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of complete bituminous trail replacement, approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 peroent apron replacement and a 2 -inch mill and overlay. Water main Tha existing water main in the 69'^ Avenue project area consists o£ 16 -inch diameter CIP installed in 1960 and 24 -inch diameter DIP installed in 1996. Based on current maintenance records there have been three water main breaks in this area since the road was last reconstaicted. Tha current project cost estimate includes casting replacement only - Sanitary Sewer The sanitary sewer on 69'k Avenue consists o£4 -inch VCP installed in 1962, 8 -inch diameter VCP installed between 1961 and 1969 and 12 -inch diameter VCP instailed in 1969. Tha current project cost estimate includes casting replacement only. Storm Sewer Tha existing storm sewer on the west half of the 69"' Avenue $roject consists of 15 -inch to 18 -inch diameter RCP that drains to Shingle Creek. The east }calf of the 69' Avenue project consists o£ 12 -inch to 30 -inch diameter RCP That drains to the Mississippi River. All of the storm sewer on 69'^ Avenue was installed in 1996 when the road was reconstructed with the exception of 250-£eet of 30 -inch RCP installed in 1969. The cun�ent project cost estimate includes casting replacement as needed. Street Lighting The current cost estimate includes replacing one wood pole with a fiberglass pole with acus -off type LED light fixture and underground power. Project Summaries Page � 16 2017-2031 Capital Improvement France Avenue Mill and Overlay (North of 69`� Avenue) - 2017 The Franca Avenue project area extends from 73`° Avenue to 69`^ Avenue. The project area contains a total o£ 2,635 linear feet of local streets. The neighborhood consists of approximately 59 residential properties (Rl). Streets This segment of roadway is designated as a M8A Route- This section of France Avenue was reconsirticted in 1997. 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. Tha 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 Tha existing water main on France Avenue consists of l4 -inch diametw- DIP installed in 1997. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer on France Avemte consists of 8 -inch VCP with acured-in-place pipe (CIDP) liner installed in 1997 and an 8 -inch diameter PVC installed in 1997. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer on France Avenue consists o£ 12 -inch to 18 -inch and 48 -inch diameter RCP that drains to Palmer Lake. The storm sewer in the project area was installed in 1997 when the road was reconstructed with the exception of the 48 -inch RCP installed in 1968. The current project cos[ esfnnate includes casting replacement only. Street Lighting The current cost estimate includes replacing one wood pole with a fiberglass pole with acut-off type LED light Fxture and underground power. Project Summaries Page � 1� 2017-2031 CapiffilImprovement - —..� — —, a � r ,II„e w �' i .o< � I ') a !Y �� - � —._ a Water main Tha existing water main on France Avenue consists of l4 -inch diametw- DIP installed in 1997. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer on France Avemte consists of 8 -inch VCP with acured-in-place pipe (CIDP) liner installed in 1997 and an 8 -inch diameter PVC installed in 1997. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer on France Avenue consists o£ 12 -inch to 18 -inch and 48 -inch diameter RCP that drains to Palmer Lake. The storm sewer in the project area was installed in 1997 when the road was reconstructed with the exception of the 48 -inch RCP installed in 1968. The current project cos[ esfnnate includes casting replacement only. Street Lighting The current cost estimate includes replacing one wood pole with a fiberglass pole with acut-off type LED light Fxture and underground power. Project Summaries Page � 1� 2017-2031 CapiffilImprovement Firehouse Park Area Improvements - 2018 The Firehouse Park project area extends from 69`� Avenue to Interstate 94 and from Humboldt Avenue to TH 252. Dupont Avenue and 65`^ Avenue are not included in the project arae- The total project length is 21,456 feet The neighborhood consists of approximately 305 single- family residential properties (R1) and 14 multi -family properties (R4 and RS) - Streets 67`^ Avenue is designated as a MSA Route. The majority of the streets in the project area were originally constructed between 1964 and 1967. Existing streets are ganemlly 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 o£ the reconstruction o£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 C1P installed between 1961 and 7969. In 1974, a 16 -inch diameter ductile iron water main was installed along 64`° Avenue. A majority of the existing water main is believed to have a cement basad internal liner. The corrosion rate within the project area has not bean thoroughly documented at this time. Water records indicate 18 main breaks have occurred within the neighborhood. 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 Eeld inspections. Sanitary Sewer The sanitary sewer in the north portion of the project area consists of 8 -inch diameter VCP installed between 1961 and 1968 and between 1971 and 1974. Approximately 65 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 £air. The current project estimate includes complete replacement of the sanitary sewer pipes and access structures and CIDP lining o£the sanitary sewer that follows the 5`^ Sheet easement betwcen 6S° Avenue and 67`^ Avenue. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 65`" Avenue, and then to the Mississippi River. Runoff from the portion of the projaM area north of 68`s Avenue is conveyed to the trtvnk storm sewer line on 69`s Avenue. The current project cost assumes reconstmction and expansion of the residential storm sewer system, but does not include replacement of the trunk storm sewer along 65`s and 69a' Avenues. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood polos with 21 Fiberglass poles with scut -off type LED light fixture and underground power. Project Summaries Page � 18 2017-2031 Capital Improvement Bellvue Area Mill and Overlay - 2018 The Bellvue project area extends from Dupont Avenue to 4's Street and 53`s Avenue to 55`^ Avenue - The project area also includes 55"' Avenue from James Avenue to 4`s Street. The area contains a total of 10,858 linear feet of local streets. The project area consists of approximately 165 residential properties, three multi -family properties, two business properties and one church property. Streets Dupont Avenue is designated as a MSA Route. The Bellvue area was last reconstnwted in 1998. The streets are generally 30 -feet wide with concrete curb and gutter. The currant cost esfunate assumes street improvements that consist of approximately 10 percent concrete replacement and a 2 -inch mill end overlay. Water• mein Approximately IS percent of the water main in the Bellvue area was replaced with DIP in 1998 when the neighborhood was reconstaicted. The remaining water main in the area consists of 6 -inch to 10 -inch diameter CIP and 16 -inch steel water main installed between 1964 and 1982. Water records indicate seven main breaks have occurred within the neighborhood and seven properties have experienced a frozen water service in past winters. The current project cost estimate includes casting replacement only. Sanitary Sewer All sanitary sewer in the project area was replaced with 8 -inch and 30 -inch PVC when the neighborhood was reconstructed in 1998. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the Bellvue project area flows to two tnmk lines on 55'a Avenue and then east to the Mississippi River. Approximately 75 percent of the storm sewer in this area was installed in 1998, including one of the tarok lines on 55`� Avenne. This storm sewer consists of 12 -inch to 54 -inch diameter pipe. The remaining storm sewer is a second trunk line that tuns along 55's Avenue. This hank line consists o£ 30 -inch to 42 -inch RCP that was installed in 1952. The cun�ent project cost estimate includes casting replacarnent only. - Street Lighting The existing street light system is overhead power, with a combination of wood poles with cobra head light fixtures and Fiberglass poles with rectilinear fixtures. Tha current cost estimate includes no street light replacement. Project Summaries Page � 19 2017-2031 Capital Improvement 51" Avenue Improvements (at Brooklyn Boulevard) - 2018 The project area extends £rom the north property line of the Malmborg's Garden Center south and east to Xerxes Avenue. The total project length is 680 -feet. Tha neighborhood consists of three residential properties (R1), two multi -family properties (R1) and one commercial property. Streets 67" Avenue east of Brooklyn Blvd is a designated MSA Route. The streets in the project area were originally constructed in 1964. 51°� Avenue east o£ Brooklyn Boulevard is 30 -feet wide with no curb and gutter. The service road along Brooklyn Boulevard is currently 25 - feet wide with carb and gutter on the west side of the road. The street pavement is datertorated throughout most of the project area. The overall pavement condition rativg is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade and installation of curb and gnttat to improve drainage and placement of bituminous street pavement. This project is planned to be coordinated with the Brooklyn Boulevard Corridor Improvements between 49a' Avenue and Btaoklyn Boulevard. Water main The existing water main in the project area is 3 -inch diameter CIP installed in 1964. The currant project estimate assumes complete replacement of the water main within the project area. Sanitary Sewer Tha sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1964. The sanitary sewer on 51" Avem�e is subjected to frequent problems with root intorsion. Root sawing must ba performed on an annual basis to maintain the system conveyance capacity. Complete replacement of alt sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The project area consists o£ two storm strttctures that convey water to the east into Minneapolis. The current cost estimate includes minor storm sewer repairs. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes no street light replacement. Project Summaries Page � 20 2017-2031 Capital Improvement l �l � � O �__a . I_ ��pEN SI�_� a _ a�V _� __ ' ' I I � �I ..,. I — . �,'. o pavement is datertorated throughout most of the project area. The overall pavement condition rativg is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade and installation of curb and gnttat to improve drainage and placement of bituminous street pavement. This project is planned to be coordinated with the Brooklyn Boulevard Corridor Improvements between 49a' Avenue and Btaoklyn Boulevard. Water main The existing water main in the project area is 3 -inch diameter CIP installed in 1964. The currant project estimate assumes complete replacement of the water main within the project area. Sanitary Sewer Tha sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1964. The sanitary sewer on 51" Avem�e is subjected to frequent problems with root intorsion. Root sawing must ba performed on an annual basis to maintain the system conveyance capacity. Complete replacement of alt sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The project area consists o£ two storm strttctures that convey water to the east into Minneapolis. The current cost estimate includes minor storm sewer repairs. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes no street light replacement. Project Summaries Page � 20 2017-2031 Capital Improvement Interstate Area Improvements - 2019 The Interstate project area extends from Interstate 94 to 59�^ Avenue and from Dupont Avenue to Lyndale Avenue. The total project length is �- 17,343-feet. The neighborhood consists o£ approximately 235 residential tr� properties (Rlj- __ 4� H l v Streets The majority of the streets in the project area were originally constructed in 1968 and 1969. Existing streets ar¢ g¢nerally 30 -feet wide with concrete curb and gutt¢r. The street pavement is showing signs of distress throughout most of the neighborhood. Proposed street improvements consist of the replacement of cata-b and gutter as necessary and placement of bituminous street pavement. Water main The existing water main in the project area consists of 6 -inch and 8 -inch __ - �l diameter C1P installed in 1969. Colfax Av¢nue contains a 24 -inch steel - �i water main installed in 1964. A majority of the existing water main is believed to have a cement based internal liner. Water records indicate one main break has occurred within the neighborhood and three properties have experienc¢d frozen water service in pas[ winters- Tn 2019, the water main system will be in service for 50 to 55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by replac¢ment of adjacent sanitary sewer- The current project estimate assumes compiete replacement of the water main to facilitate the sanitary sewer replacem¢nt noted below. Savitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960. Approximately 95 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 acplacemant of all sanitary sewea- pipes and access shvchtres are proposed as part of the project. Storm Sewer A majority of the storm water runoff £rom the project area is collected in the existing storm sewer system and conveyed to the storm trunk line on 59t^ Avenue and then to the Mississippi River. The trunk storm sewer along 59'^ Avenue and an in-line water quality treatment device was installed in 2009 as part of The Aldrich Neighborhood Street and Utility 7mprovemant project. The current project cost ¢stimata assumes complete reconstnwtion 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 issttes- Street Lighting ' The existing street light system is ovea'head power, with wood poles and a cobra head light £xtttre. Tha cmT¢nt cost estimate includes replacing the 15 wood poles with 15 fiberglass poles with acct -off type LED light Fxriare and underground power. Project Summaries Page � 21 2017-2031 Capital Impanvement Southeast Area Mill and Overlay - 2019 The Southeast project area extends from Interstate 94 to Irving Avenu¢ between 5Ts Avenue and SSts Avenue, and from Dupont Avenue to Irving Avenue between 55'" Avenue and 53`s Avenue The area contains a total of 20,364 linear feet of local streets. The project area consists of approximately 401 single family residential properties and six multi -Family properties. Streets Dupont Avenue is designated as a MSA Route. The Southeast area was last reconstructed th 1999. Dupont Avenue is J F=r I I I �� 11 I[ I Iii Il..i I imp 7 T� � tJ 17 � � I- i i i i � -� ��i����-�I�� -�- ,���� 94 ��� C��� ;iii �- � �� �� _ �f�r�'__ € - � � � � ��� _� - � � i= y h \1 33-£eet wide and the remamtng streets etc generally 30 -feet wide with concrete curb and gutter. The cursent cost estimate assumes street improvements that consist of approximately 10 percent concrete replacement and a 2 -inch mill and overlay. Wat¢r main Approximately two percent of the water main in the Southeast area was replaced with DIE' in 1999 when the neighborhood was reconstntcted. The remaining water main in the area consists of 6 -inch and 8 -inch diameter CIP installed betwe¢n 1964 and 1969. Water records indicate four main breaks have occurred within the neighborhood and six properties have experienced frozen water services in past winters. The current project cost estimate includes casting replacement only. Sanitary Sew¢r All of the sanitary sewer in the project area was replaced with 8 -inch and 10 -inch PVC when the neighborhood was reconstructed in 1999. Tha current project cost estimate includes casting replacement only. Storm Sewer The storm sewer m the Southeast project area flows to two tnmlc lines on SSs' Av¢nue and th¢n east to the Mississippi River. Approximately 93 pere¢nt of the storm sewer in this area was installed in 1999 when the neighborhood was reconstructed. This storm sewer consist of 12 -inch to 27 -inch diameter pipe. The remaining storm sewer thronghottt the project area consists of 12 -inch and 18 -inch ACP that was installed between 1952 and 1979. The current project cost estimate includes casting replacement only. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light Fxture. The cursent cost estimate includes no street light replacement. Project Summaries P a g ¢ 1 22 2017-2031 Capital Improvement _ Humboldt Avenue (County Road 57) Reconstruction (53`'a to 57t� Avenues) - 2019 The Humboldt Avenue project arca extends From 53`d Avenue to 57s' Avenue - The total project length is approximately 2,660 linear feet. The neighborhood consists of approximately 56 residential properties. Str¢ets This segment of roadway is a Hennepin County Roadway. Humboldt Avenue - was originally constructed between 1966 and 1969. Existing streets are generally 36 -feat wide with no curb and gutter. The street pavement is deteriorated due to the age of the pavement and inadequate drainage. This project is included in the City's CIP due to a potential cost sharing agreement k for the street and drainage improvements and finding £or water main, sanitary sewer and street lighting improvements as described below. Water main The existing water main in the Humboldt Avenue project area consists of 6- ' inch diameter CIP 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 on current maintenance '_ records. The current project cost estimate assumes replacing approximately � 75 percent o£the water main- Sanitary Sew¢r The existing sanitary sewer consists of 8 -inch diameter VCP Lateral sewers. These sewers were originally installed in 7952. Approximately 51 percent of the sanitary sewer is subjected to frequent problems with root intnrsion. Root sawing must be perform¢d on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replac¢ment of approximately 100 pernent of the sanitary sewer. Storm Sewer Th¢ storm sewer on Humboldt Avenue consists of 18 -inch diameter con-ugated metal pipe that drains to a trunk lin¢ along 55`" Avenue. This storm sewer was installed in 1952. The currant project cost estimate includes replacing 100 percent o£ the storm sewer. The cost estimate assumes that Brooklyn Center may contribute to a portion of the storm dminaga cost £or the project. Street Lightivg The existing street light system is overhead power, with wood poles and a cobra head light fixture- The current cost estimate includes replacing the three wood poles with three fiberglass poles with scut -off type LED light fixture and underground power. Project Summaries Page � 23 2017-2037 Capital Improvement �, I g i,, ... - Vii Sanitary Sew¢r The existing sanitary sewer consists of 8 -inch diameter VCP Lateral sewers. These sewers were originally installed in 7952. Approximately 51 percent of the sanitary sewer is subjected to frequent problems with root intnrsion. Root sawing must be perform¢d on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replac¢ment of approximately 100 pernent of the sanitary sewer. Storm Sewer Th¢ storm sewer on Humboldt Avenue consists of 18 -inch diameter con-ugated metal pipe that drains to a trunk lin¢ along 55`" Avenue. This storm sewer was installed in 1952. The currant project cost estimate includes replacing 100 percent o£ the storm sewer. The cost estimate assumes that Brooklyn Center may contribute to a portion of the storm dminaga cost £or the project. Street Lightivg The existing street light system is overhead power, with wood poles and a cobra head light fixture- The current cost estimate includes replacing the three wood poles with three fiberglass poles with scut -off type LED light fixture and underground power. Project Summaries Page � 23 2017-2037 Capital Improvement Grandview Park Arca Improvements - 2020 The Grandview Park project area extends Interstate 694 to 57t° Avenue and from Logan Avenue to Dupont Avenue. The total project length is 20,821 -feet. The neighborhood consists of approximately 345 residential properties (Rl) and £our multi -Family properties (R6). Streets The majority of the streets in the project area were originally constaicted between 1964 and 1969. Existing streets are generally 30 -feat wide with no curb and gutter. Tha street pavement is deteriorated throughorrt 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 th the project area consists of 6 -inch and 8 -inch diameter CIP installed between 1964 and 1969_ A 16 -inch steel water main runs along Emerson Avenue From 57t° Avenue to 59a' Avenue. A majority of the existing water main is believed to have a cement based internal liner. Water records indicate two main breaks have occurred within the neighborhood and one property has experienced a frozen water service in past winters. The currant project estimate inclttdes replacement of approximately 50 to 75 percent of the water main within the project area. The 16 -inch steel water main along Emerson Avenue potently could be replaced with C900 plastic water main, Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960 ead 1963. Approximately 68 percent of the sanitary sewer is subjected to £regnent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity, The condiflon of the sanitary sewer system within the neighborhood is rated as fair to poor, The current project estimate includes replacement of approximately 50 tc 75 perroent of the sanitary sewer system within the project area. Storm Sewer A majority of the storm water runoff from the pro�lect area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 59 Avenue and then to the Mississippi River. A portion o£ the existing storm sewer system within the project area torrid be salvaged, although it is anticipated that expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The cttrreat project cost estimate includes replacement of 75 percent of the focal drainage system within the neighborhood. Street Lightlng The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 25 wood poles with 25 Fiberglass poles with scut -off type LED light Fxtura and underground power. Project Summaries Page � 24 2017-2031 Capital Improvement �' ! - ....I ,.._. gyp. 1- - _ . Water main The existing water main th the project area consists of 6 -inch and 8 -inch diameter CIP installed between 1964 and 1969_ A 16 -inch steel water main runs along Emerson Avenue From 57t° Avenue to 59a' Avenue. A majority of the existing water main is believed to have a cement based internal liner. Water records indicate two main breaks have occurred within the neighborhood and one property has experienced a frozen water service in past winters. The currant project estimate inclttdes replacement of approximately 50 to 75 percent of the water main within the project area. The 16 -inch steel water main along Emerson Avenue potently could be replaced with C900 plastic water main, Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960 ead 1963. Approximately 68 percent of the sanitary sewer is subjected to £regnent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity, The condiflon of the sanitary sewer system within the neighborhood is rated as fair to poor, The current project estimate includes replacement of approximately 50 tc 75 perroent of the sanitary sewer system within the project area. Storm Sewer A majority of the storm water runoff from the pro�lect area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 59 Avenue and then to the Mississippi River. A portion o£ the existing storm sewer system within the project area torrid be salvaged, although it is anticipated that expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The cttrreat project cost estimate includes replacement of 75 percent of the focal drainage system within the neighborhood. Street Lightlng The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 25 wood poles with 25 Fiberglass poles with scut -off type LED light Fxtura and underground power. Project Summaries Page � 24 2017-2031 Capital Improvement Logan, Lilac and 59"' Avenues Reconstruction - 2020 This project area incudes Logan Avenue from 57�s Avenue to Lilac Drive, 59�h Avenue from Lilac Drive to Dupont Avenue and Lilac Drive from Logan Avenue to 59a' Avenue. The total project length is 3761-f¢at. The neighborhood consists of approximately 12 residential properties, three church properties, one school property, 14 multi -family properties CR3 to RS) and two commercial zoned properties (C2) - Streets The entire project area is designated as a MSA 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 Avenare and Lilac Drive 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 reconshaaction of the sheet subgade, installation o£ curb and gutter to improve drainage and placement of bituminous street pavement. 6i �.» .'t Ire 6� s.__i-�el- - � -` ��-��I.--���-i IIiJ_, � �I i Irl a>� Wat¢r main The existing water main along Logan Avenue and Lilac Drive is 10 -inch diameter CIP installed in 3965 and 16 -inch diameter cast iron main along 59r^ Avenue installed in 1969- A majority of the ¢xisting water main is believed to have a c¢ment basad internal liner. The corrosion rat¢ within the project area has not been thoroughly documented at this time. Utility records indicate that there has be¢n one wafer 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 inchrdas replacem¢nt of water main along Logan Avenve end Lilac Drive only - Sanitary Sewer The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with CIDP 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 -inch to 36 -inch coaugated metal pipe. A second smnn line runs south along Logan Avenue to 57`� Avenue. This line consists' of 21 -inch to 42 -inch RCP installed in 1988. The current project cost estimate assumes replacement o£ffie corrugated metal pipe alone 59�^ Avenue as part of the scheduled neighborhood improvements- Str¢et Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate inchrdes replacing the three wood poles with three fiberglass polos with scut -off Type LED light fixture and underground power. Project Summaries Page � 25 2017-2031 Capital Improvement Ryan Lalce Industrial Park Area Improvements - 2021 The Ryan Lake project area includes Lilac Drive from 48a' --da;;;,� - Avenue to the dead end, 48`" Avenue and Dusharme Drive from "m Drew Avenue to the dead and and 47`" Avenue from Drew .p��/ Avenue to the dead end. The total project length is 1,932 -feet The neighborhood consists o£ approximately 12 industrial "•i`^�- pmperties and three multi -family properties (RS). � I I I� Streets - II �I � -, '� I Tha majority of the streets in the project area were originally � � _ _ constructed in 1958 and 1960- The westem portion of 47`" Avenue and Drew Avenue were reconstructed in 2002. Tha westem portion of 4S`" Avenue was reconstnicted in 2005. The remaining street sections are 25 to 40 -£eat wide with no curb and gutter. The street pavement is deteriorated and in poor condition. Proposed street improvements consist of the rreconstruction of the street satbgt-ade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main on Lilac Drive, 48°` Avenue and Dusharzne Drive consists of 30 -inch diameter CIP installed in 1958. The water main on 47`^ Avenue consists of 6 -inch C1P installed in 1960. Water records indicate one main break has occurred within the neighborhood. The current project estimate assumes complete replacement of the water main in the project area. The cost estimate also includes the cost of jacking new water main under the railroad tracks from Dusharme Drive to 49`" Avenue. Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1960. The sanitary sewer along 47`" Avenue and 48t" Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition o£ the sanitary sewer system within the neighborhood is rated as fait- to poor. Complete replacement of all sanitary sewer pipes and access stmctures are proposed as part o£the project. Storm Sewer A majority of the storm water mnoff from the project area is collected in the existing storm sewer system and conveyed to Ryan Lake. Rtano£f from Lilac Drive is conveyed to storm drainage ditches along Highway 100, The currcnt ptvject cost estimate assumes raconstrnction of all the existing storm sewer system- The cost estimate also includes installation of a small storm water management pond at the intersection of 48`" Avemte and Dusharme Drive within City owned property adjacent to Ryan Lake. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the two wood poles with two fiberglass poles with scut -off type LED light fixture and underground power. Project Summaries Page 26 2017-2031 Capital Improvement Northwest Arca Mill and Overlay - 2022 The Northwest project area extends from Toledo Avenue east to Perry Avenue and fmm 71st Avenue south to 69�a Avenue. The total project length is 6,819 feet. The neighborhood consists of 124 residential properties (Al) and two school owned preperties. Streets The streets in the project area ware reconstructed m 1994. The streets are 30 -feet wide with concrete curb and gutter. The current cost estimate assumes street improvements Shat consist of minor concrete reparrs and a 2 -inch mill and overlay. Water morn When the neighborhood was reconstmcted in 1994, approximately 65 percent of the water main was replaced with 6 -inch diameter D1P. The remaining water main consists of 6 -inch diameter CIP installed in 1955. Water records indicate two main breaks have occurred on the C1P water main and one property has experienced a Frozen water service in past winters. Tha current project cost estimate includes lining the existing C1P pipe. Sanitary Sewer When the area was reconstnrcted in 1994, approximately 72 percent of the sanitary sewer was replaced with 8 -inch and 10 -inch diameter PVC. The remaining sanitary sewer consists of 8 -inch VCP installed in 1956. The project cost estimate inchrdes cured -in-place lining of the VCP sanitary sewer main. Storm Sewer The storm water runoff from the project area is collected in a stone water pond in the northwest corner o£ the project area. The storm sewer consists o£ 15 -inch to 42 -inch diameter- RCP installed in 1994. The current project estimate includes minor storm sewer repairs. Street Lighting Tha existing street light system is overhead power, with wood poles and a cobra head light fixriue. The current cost estimate includes replacing the nine wood poles with nine fiberglass poles with acut-off type LED light fixture and underground power. Project Summaries Page � 27 2077-2031 Capital Improvement I .. ` ` L i ,.r,- '� a -�j � ii �1 � .� �,� i I— s � - I ��` sI gg i Water morn When the neighborhood was reconstmcted in 1994, approximately 65 percent of the water main was replaced with 6 -inch diameter D1P. The remaining water main consists of 6 -inch diameter CIP installed in 1955. Water records indicate two main breaks have occurred on the C1P water main and one property has experienced a Frozen water service in past winters. Tha current project cost estimate includes lining the existing C1P pipe. Sanitary Sewer When the area was reconstnrcted in 1994, approximately 72 percent of the sanitary sewer was replaced with 8 -inch and 10 -inch diameter PVC. The remaining sanitary sewer consists of 8 -inch VCP installed in 1956. The project cost estimate inchrdes cured -in-place lining of the VCP sanitary sewer main. Storm Sewer The storm water runoff from the project area is collected in a stone water pond in the northwest corner o£ the project area. The storm sewer consists o£ 15 -inch to 42 -inch diameter- RCP installed in 1994. The current project estimate includes minor storm sewer repairs. Street Lighting Tha existing street light system is overhead power, with wood poles and a cobra head light fixriue. The current cost estimate includes replacing the nine wood poles with nine fiberglass poles with acut-off type LED light fixture and underground power. Project Summaries Page � 27 2077-2031 Capital Improvement Knox, James and 54`a Avenues Area Improvements - 2023 The Knox, James and 54`a Avenues project area includes Sames Avenue and Knox Avenue between 55�� Avenue and 53ntl Avenue, and 54`s Avenue between Logan Avenue and Irving Avenue. The project area includes a total of 3,487 -feet of local streets. The neighborhood consists o£ approximately 78 residential and one multi -family property. Stre¢ts The existing streets in the project area are 30 -feet wide with concrete curb and gutter constnicted in 1994. Proposed street improvements consist of new street pavement and replacement of isolated sections o£ concrete curb and gutter as necessary - Water Main The existing water main in the project area consists of 6 -inch diameter DIP installed in 1994. The current project estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the project area consists of I O -inch diameter PVC installed in 1994- The condition o£ the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes the replacement on sanitary sewer castings only. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55^` Avenue and is conveyed to the Mississippi River- The storm sewer consists of 12 -inch diameter to 18 -inch diameter ACP installed in 1994. The current project cost estimate includes replacement o£ storm sower castings. Street Lighting The existing street light system is overhead power, with a combination o£wood poles with cobra head light fixriires and £berglass poles with rectilinear Fxtttres. The current cost estimate includes no sttcet light replacement. Project Summaries Page � 2S 2017-2031 Capital Improvement 51't Avenue Improvements (West of France Avenue) - 2023 The 5181 Avenues project area extends from 185 -feet south of Oak Street on Twin Lake Boulevard to Franca Avenue. The total project length is 1,171-£eet. The neighborhood consists of approximately 25 residential properties. Streets The 5151 Avenue project area was originally constructed in 1990. The existing street is 30 -feet wide with concrete ctvb and gutter- Auer the year 2023 the pavement will have exceeded the expected service cyc]e. Proposed street improvements consist o£ reconstruction of the bituminous street pavement and replacement o£ the concrete curb and gutter as necessary. Water Main The existing water main in the 51s` Avenue project area consists of 8 -inch diameter DIP installed in 1990. The water main is in good condition based on current maintenance records. Tha project cos[ estimate inclades casting replacement only. Sanitary Sewer The sanitary sewer in the 518` Avenue project area consists of 8 -inch diameter PVC pipe installed in 1990. The condition of the sanitary+ sewer system within the neighborhood is rated as good. The current project estimate includes the replacement of sanitary sewer castings only. Storm Sewer The storm sewer runoff £rom the 51" Avenue project area is collected in the existing storm sewer system and conveyed to the storm water pond west of 518 Avenue. The existing storm sewer in the project area consists o£ 15 -inch to 21 -inch diameter RCP installed in 1990. Tha current project cosi estimate includes replacing the storm sewer starctura castings and isolated portions of lateral storm sewer as necessary - Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light flxtare- The current cost estimate includes replacing the three wood po]es with three fiberglass poles with acut-ofF type LED light Fxture and underground power. Project Summaries Page 29 2017-2031 Capital Improvement 50th Avenue Improvements (France Avenue to Drew Avenue) - 2023 The 50`h Avenue project area extends on 50th Avenue from France Avenue to Drew Avenue. The total project length is 665 -£eat. The neighborhood consists o£ approximately four residential ptnperties (R4), five indusn'ial properties (I2) and one commercial property (C1). Streets This section of 50`h Avenue was reconstructed in 1988. The existing street is 36 -feet wide with concrete curb and gutter. Ager the year 2023 the pavement will have exceeded the x acted service c la Pro osed street im rovements consist �h� I l�a. � 'I_ � �£ Y g�1 �. yy I E yy %I 100 I - - .ol.. ..� �: __ _ __ � _ a+f l r i e P Yc P P of reconstruction of the bituminous sheet pavement and replacement o£ the concrete curb and gutter as necessary. Water Main The existing water main in the 50`h Avenue project atrea consists of 8 -inch and 10 -inch diameter C1P installed in 1958 and 1966. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate that one main break has occurred within the project area and one property has experienced a frozen water service in past winters. The current cost estimate includes complete replacement of the water main. Sanitary Sewer The sanitary sewer in the SO�h Avenue project area is owned and maintained by the Metropolitan Council and consists of 30 -inch diameter reinforced RCP installed in 7955. The current project estimate includes the replacement o£sanitaty sewer castings only. Storm Sewer The storm sewer rano££ £tom the 50`h Avenue project area is collected in the existing storm sewer system and is conveyed to storm drainage ditches along Highway 100. The existing storm sewer in the project area consists of 15 -inch to 24 -inch diameter RCP installed in 1988. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixriire. The current cost estimate includes no street light replacement. Project Summaries Page � 30 2017-2031 CapitulImprov�ment 53rd Avenue Improvements (Penn Av¢nue to 4th Street) - 2023 ��I���Ti _ ��� � —t �I � �a i i���� �� �� f;� —v--. ,�ri�L ���� Ali ����:�� �� '� i art— �r-�:, The 53`° Avenue project area extends on 53`° Avenue finm Penn Avenue to 4t° Street. The project area includes a total o£ 5,979 -feet of local streets. The neighborhood consists of approximately 27 residential properties, one multi -Family property and two business properties. Streets 53`tl Avenue is designated as a MSA Route. 53`tl Avemie is also the border between Brooklyn Center and Minneapolis. The north portion of'S3`d Avenue is maintained by Brooklyn Cenker and the south portion is maintained by Minneapolis. The existing streets in the project area me 36 -feet wide with concrete curb and gutter, constricted in 1985. Proposed street improvements consist of the reconstniction of the street subgrade, instailation new o£ curb and gutter to improve drainage and placement of bituminous street pavement. Water Main The existing water main on 53'd Avenue is 6 -inch diameter CIP installed between 1965 and 1969. The corrosion rata within the project area has not been thoroughly documented at this lima. Water records indicate there have been no main breaks within the project area. The current project estimate includes complete water main replacement on 53`d Avenue. The project cos[ estunate also includes an emergency connection with Minneapolis if formal inter -communication arrangements can be established for this connection. Brooklyn Center staff will need to contact Minneapolis Water Utilities to discuss this potential emergency connection. Sanitary Sewer The sanitary sewer on 53`d Avenue consists o£ 8 -inch and 9 -inch diameter VCP installed between 1952 and 1959. Approximately 52 percent o£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 sanitary sewer replacement. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55'� Avenue and is conveyed to the Mississippi River. The storm sewer on 53'tl Avenue consists of 12 -inch diameter to 15 -inch diameter RCP installed between 1952 and 1979. The current project cost estimate includes replacement of75 percent of the storm sewer latemis and structures. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with neat-oif type LBD light fixture and underground power. Project Summaries Page � 31 2017-2031 Capital Improvement Lyndale Avenue Improvements - 2023 The Lyndale Avenue project area extends fi-om 57`s Avenue to 55 Avenue and includes the 56a` Avenue and 55`s Avenve cul-de-sacs. The cun'ent project length is 1,905 - fee[. The neighborhood consists of 11 residential properties (R2 and R4). Streets The stro¢ts in the project area were constructed in 1985. Tha existing streets are 30 -feet wide with concrete curb and gutter. Proposed improvements include 20 percent curb replacement attd installation of new street pavement. Water Main The existing water main in the project area consists of 6 - inch diameter DIP installed in 1978 and 1985. The water main is in good condition based on current maintenance records. The cureent project cost estimate includes replacement of miscellaneous valves and hydrants as necessary. Sanitary Sewer The existing sanitary sewer consists of 24 -inch diameter RCP 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`s Avenue. Th¢ condition of th¢ sanitary sewer in the neighborhood is rated £air. The crirrent project cost estimate includes replacement of sanitary s¢tvices and replacement of sanitary sewer castings. Cured -in-place lining of the trunk sanitary sewer may be necessary based on {utvre televising inspections. Storm Sewer A substantial portion of the southeast section of the City drains through the Vunk storm s¢wer located along 55'x' Avenue. The existing trunk storm sewer line consists o£ 36 -inch diameter RCP installed in 1952. The remainder of the project area consists of 12 -inch diameter to 18 -inch diameter reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Stre¢t Lighting The current cost estimate includes replacing the three wood poles with three fiberglass poles with acut-off type LED light fixture and underground power. Project Summaries Page � 32 2017-2031 Capital Improvement Woodbine Area Improvements - 2024 The Woodbine project arca extends from Brooklyn Boulevard to France Avenue and from the north City limits to 71' Avenue The project area contains a total o£ 15,525 linear feet of local streets. The neighborhood consists of approximately 248 residential properties. Street, Noble Avenue from Brooklyn Boulevard to the north City limits is a designated MSA Route The Woodbine Neighborhood was _ __ ._ I_ i�,� I _�'�� I - I a �.._ � � _ —� T � _ � i i f" _ I_ I��. ��'I �1_, .,� p • I -� � � � � � T� I i T.'-. reconstnrcted in 1995. Noble Avenue is 40 -feet wide with concrete curb and gutter. The remaining streets are generally 30 -feet wide with concrete curb and gutter. Tha project design process will include evaluating geometric options at the intersection of Noble Avenue and Woodbine Lane to address possible pedestrian safety issues. The current cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 1 O percent sidewalk replacement and full depth pavement replacement. Water mala Th¢ existing water main in the Woodbine area consists o£6 -inch and 8 -inch diameter CIP installed between 1957 and 1959. Records indicate there have been 11 water main breaks in the neighborhood between 1975 end 2013 and six properties have experienced Frozen water service in past winters. Tha current project cost estimate includes complete water main replacement. Sanitary Sewer Approximately 25 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstmcted in 1995. The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1958 and 1959. Approximately 57 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Aoot sawing must be performed on an anneal basis to maintain the system conveyance capacity. The currant project cost estimate includes replacement of the existing VCP sanitary sewer within the roadway and cured -in-place lining of the sanitary sewer along the June Avenue easement between 71'� Avenue and 70r^ Avenue. Storm Sewer The storm sewer on Noble Avenue consists o£ 12 -inch and 15 -inch diameter RCP that drains to Shingle. Creek. This storm sewer was installed in 1970- Th¢ remainder of the project area consists of 15 -inch to 33 - inch diameter ACP installed when the neighborhood was reconstructed in 1995. This storm sewer generally drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary - Street Lighting The current cost estimate includes replacing the 20 wood poles with 20 fiberglass po3es with scut -off type LED light Fxture and underground power. Project Summaries - Page � 33 2017-2031 Capital Improvement Humboldt Avenue Improvements - 2024 Tha Humboldt Avenue project area extends £rem 69U' Avenue to the north City limits- The project area contains a total 0£2,618 linear feet of local streets. The neighborhood consists o£ approximately 38 residential properties (RI), three RS properties and two commercial (C2) properties. Streets This segment of roadway is designated as a MSA Route. This section o£ Humboldt Avenue was reconstructed in 1995. The existing street is generally 30 -feet wide with concrete curb and gutter. The street pavement exhibits a moderate rata of deterioration due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 25 percent curb replacemanq 10 percent sidewalk replacement and fidl depth pavement replacement. Water mato L�,�N 1 f I I The existing water main in the Humboldt Avenue project area consists �� �� o£ 8 -inch diameter CIP 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 raplacemenY of 25 percent of the water main and replacement of all hydrants and valves. Sanitary Sewer Wlren the Humboldt Avenue project area was reconstnrctad in 1995, 25 percent of the sanitary sewer was replaced with 10 -inch diameter PVC. The remaining sanitary sewer in the area consists of 8 -inch diameter VCP installed between 1965 and 7967. The current project cost estimate includes replacement o£ the existing VCP sanitary sewer. Storm Sewer The existing storm sewer in the Humboldt Avenue project area consists e£ 15 -inch to 36 -inch diameter RCP that drains to the Mississippi River. Tha storm sewer was installed between ]955 and 1961 and in 1995. When the project area was rcconsttucted in 1995, the existing storm sewer was IeR in place and additional storm sower was added to the existing system. The current project cost astnnate includes replacing strtrcmre castings and isolated pipe laterals as necessary within the project area. Street Lighting Tha current cost estimate includes replacing the £ve wood poles with five Fberglass poles with acut-o££ type LED light fixhire and underground power. Project Summaries Page � 34 2017-2031 Capital Improvement Orchard Lane East Improvements - 2025 The Orchard Lene East project area extends £rom Perry Avenue to Brooklyn Boulevard and Interstate 94 to 63`° Avenue. The project area contains a total o£ 21,560 linear feet of local streets, The neighborhood consists o£ approximately 358 residential properties, two multi -£amity properties and one commeroial ProPertY� Streets The Orchard Lane East area was reconstmcted in 1996. The streets are generally 30 -feet wide with concrete curb and getter. The current cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 10 percent sidewalk replacement and full depth pavement replacement. Water main Approxunately 25 peroent of the water main in the Orchard Lane East area was replaced with 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 CIP installed between 1955 and 1973. Records indicate there have been nine water main breaks in the neighborhood and one property has experienced a frozen water service in past winters. The ctirrent project cost estimate includes replacement of existing CIE' water main - Sanitary Sewer Approximately 50 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8 -inch and 12 -inch diameter VCP installed between 1956 and 1966. The currant 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 Shinglc Creek. This storm sewer consists of 12 -inch to 60 -inch diameter pipe. The trunk storm sewer on 65t° Avenue and Orchard Avenue was installed in 1956. The remainder of the storm sewer was installed when the neigfiborhood was reconstructed in 1996- The current project cost estimate includes replacing storm structrire castings and isolated portions of latera] storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 24 wood poles with 24 Fiberglass poles with scut -off type LED light fixture and underground power. Project Summaries Page � 35 2017-2033 Capital Improvement Orchard Lane West Area Improvements - 2026 The Orchard Lane West Area project extends from Unity Avenue to Perry Avenue and Interstate 94 to 61" Avenue. Th¢ project area contains a total of 25,702 linear £eet of local streets. The neighborhood consistr of approximately 509 residential properties, one church property and one school property. Streets The Orchard Lana West Area wes reconstructed in 1997. The streets are generally 30 -feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 20 percent sidewalk replacement, 50 peacent driveway apron replacement and full depth pavement replacement. Water maiv '� __r[j I �.- i 1� S I Approximately 99 percent of the water main in the Orchard � "'m'"`LI 1 � , I � ; = j —' �;� j Lane West Area was replaced with DIP in 1997 when th¢ gy '''Iy _ neighborhood was reconstructed. The remaining water main in I � e l � -.. the area consists o£ 6 -inch DZP installed in 1987. Records � 6 § _ _ � `�� l'11� indicate there have been no water maiv breaks in the � neighborhood since the aaea was raconstnrcted and one property in the area has experienced a Frozen water service in past winters. The current project cost estimate includes replacement of miscellaneous valves and hydrants as necessary. Sanitary Server Approximately 55 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8 -inch diameter and 1 O - inch diameter VCP installed between 1955 and 1958. The current project cost estimate includes r¢placement ofthe existing VCP sanitary sewer. Storm Sewer The storm sewer north of 63`� Avenue in the Orchard Lana West Area drains to the storm water ponds at Orchard Park and Cahlander Park. This storm sewer consists of 12 -inch to 36 -inch diameter pipe. The sheets south o£ 63`a Avenue drain to the storm water pond at 63's Avenue end Parry Av¢nue- This storm sewer consists of 12 -inch to 36 -inch diameter pip¢. A 27 -inch RCP storm line installed in 1958 remains on Woodbine Lane and a 15 -inch RCP storm line installed in 1965 remains on Scott Avenue. The current project cost estimate includes replacement of the stoim sewer installed in 7958 and 1965 and replacement of storm laterals as needed for utility replacem¢nt. ' Str¢et Lightivg Th¢ current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with acut-off type LED light fixture and underground power. Project Summaries Page 136 2017-2031 Capital Improvement 53rtl Avenue and Xerxes Avenue Improvements - 2026 53"i Avenue extends £rom Xerxes Avenue to Upton Avenue and Xerxes Avenue extends from 51" Avenue to 53rd Avenue. The project area contains a total of 2,025 linear feet of local streets. The neighborhood consists of 22 residential properties and one multi- family (RS) property. Streets i � This project area was most recently reconstructed m 5 1996 by the City of Minneapolis. 53"` Avenue and � i � Xerxes Avenue is the border between Broold n Center y a I and Minneapolis. The north portion of 53`a Avenue and _ I � i the w¢st portion of Xerxes Avanu¢ are maintained by - - - Brooldyn Center. Existing streets era generally 30 -feet wide with concrete curb and gutter. estimate assumes street improvements that consist of approximately 20 petroenY curb percent driveway apron replacement and full depth pavement rep]ac¢ment. "Iho current cost replacement, 25 Water main The existing water main on 53`d Avenue consists of 6 -inch diameter 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 wat¢r main replacement. Sanitary Sew¢r Ther¢ is no sanitary sewer on 53`a Avenue. The existing sanitary sewer on Xerxes Avevue is owned and maintained by the City of Minneapolis. The current project cosi estimate includes no sanitary sewer replacement. Storm Sewer The storm sewer in the project area consists of ]O -inch PVC pip¢ that flows to storm water ponds located south of 53`a Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was last reconstructed. The current project cost estimate includes casting replacement only. Street Lighting The currant cost estitnate includes replacing the eight wood poles with eight Fiberglass poles with scut -off type LED light fixttue and underground power. Project Summaries Page � 37 2017-2031 Capital Improvement M¢adowlarlc Gard¢ns Area Improvements - 2027 The Meadowlark Gardens project area extends on Logan Avenues from 53`° Avenue to 5TH Avenue, on Knox and James Avenues from SS^ Avenue to 5T° Avenve and on 55`" Avenue and 56ih Avenue from Morgan Avenue to Irving Avenue. The project area also includes 5T" Avanua from Humboldt Avenue to the Interstate 94 bridge. The project arca contains a total of 10,150 linear feet o£ local streets. The neighborhood consists of approximately 162 residential properties, two multi -family properties and two commercia] properties. Streets Logan Avenue and 5T^ Avenue are designated as MSA Routes. The Meadowlark Gardens project area was last reconstructed in 1996. 57th Avenue is 30 -feet wide, Logan Avenue is 32 -feet wide and the remaining streets are 30 -feet wide. All streets in the project have concrete curb and gutter. The currant cost estimate assumes street itnprovements that consist o£ approximately 20 percent curb replacement, 20 percent sidewa7l< replacement, 25 percent driveway apron replacement and fid? depth pavement replacement. Water main Approximately 80 percent of the water main in the Meadowlark Garden area was replaced with DIP in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 1 O -inch CIP installed in 1969 and 16 -inch steel pipe installed in 1964. Water records indicate one main break has occurred on the CIP water main- 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 PVC when the neighborhood was reconstructed in 1996- The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer Approximately 92 percent o£ the storm sewer in the project area was replaced in 1996 when the neighborhood was reconstmcted. The remaining pipe consists of 24 -inch to 42 -inch pipe on 55 ^Avenue installed in 1952- The storm sewer on James Avenues end to the west drains to the trunk line on 55's Avenue and then to the Mississippi River. This storm sewer consists of 15 -inch to 44 -inch diameter pipe. The storm sewer on 57a' Avenue drains to the trunk line on 59'6 Avenue and then to the Mississippi River. This storm sewer consists of 15 -inch to 42 -inch diameter pipe. The currant cost estimate includes replacing the existing pipe installed in 1952 and replacement of storm laterals as needed For water main and sanitary sewer replacement. Street Lighting The current cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with scut -off type LHD light fixture and underground power. Project Summaries Page � 38 2017-2031 Capital Improvement St- Alphonsus Area Mill and Overlay - 2027 The SY. Alphonsus project area extends from Brooklyn : '. T �- I -_' i -`-' � �- �_ I Boulevard to Grimes Avenue and 69`^ Avenue to 71" Avenue. � �_ � I' I I"-' ��, �i Tke area contains a total o£ 4,580 linear feet of local streets. � I " Th¢ project area consists of approximately 3] residential -', —_-. ' _�_ properties, thrre commercial properties, one church property - I x-__ + t x J � and one multi -family prop¢rty. �. I "' � � -- _ - � � I C Stre¢ts --x—� s i The St. Alphonsus area was last reconstructed in 1998. Halifax _ _ _ -_*. -• _ ' - Av¢nue is 30 to 35 -feet wide, 70th Avenue is 35 to 42 -feat _ — wide and the remaining streets are 30 -feet wide. All streets in - - ' the area have concrete curb and getter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and overlay. Water main The existing water main in the project area consists of 6 -inch CTP installed between 1959 and 1961 and 6 - inch DIP installed in 1978. Basad on current maintenance records there has bean one water main break in this area and £our properties have experienced Frozen water service in pest winters. The current project estimate includes casting t-eplacement only. Savitary Sewer Approximately 83 percent of the sanitary sewer in the project area was replaced with 8 -inch PVC when the neighborhood was reconsh�ucted in 1998. Tha remaining pipe consists of 8 -inch diameter VCP installed in 1958 end 1959. There is no history of root intorsion in the project area. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area flows east to Palmer Lake. Approximately 25 percent of the storm sewer in this arca was installed in 1998 or later. This storm sewer consists of 15 -inch diameter high-density polyethylene plastic pipe and 18 -inch to 42 -inch diameter RCP. The remaining storm sewer consists of 15 - inch to 42 -inch diameter RCP installed in 1957 and ]984. The currant project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a cut- off type LED light £axture and underground power. Project Summaries Page 39 2077-2031 Capital Imptnvement 67ta Avenue and James Avenue Mill and Overlay - 2027 The project area includes 6Th Avenue From Shingle Creek Parkway to the east cul-de-sac end James Avenue From Freeway Boulevard to 67th Avenue. The project area contains a total o£ 2,063 linear feet o£ local streets. The project area consists o£ i l industrial properties. Streets The 67`h Avenue and James Avenue area was reconstnicted in 1998. The streets are generally 44 -feet wide with concrete curb and gutter. The cutrent cost estimate assumes sn'eet improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and overlay. Water maiv The existing water main in the project area consists o£ 8 -inch diameter CIP installed in 1970. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. Savitary Sewer The existing sanitary sewer in the project airea consists of 8 -inch PVC installed in 1970. The current project estimate includes casting replacement only. Storm Sewer The stone sewer in the project area drains to the trunk line on 65�' Avenue and then east to the Mississippi River. This storm sewer consists o£ 15 -inch to 36 -inch diameter RCP installed in 1970 and 1974. The currant project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the two wood poles with two fiberglass poles with acut-o£f .type LED light fixture and underground power. Project Summaries Page � 40 2017-2031 Capital Improvement John Martin Driv¢ Mill and Ov¢rlay - 2027 The John Martin Drive project area extends firm Shingle Creek Parkway to 450 -feet south of Earle Brown Drive. The project area contains a total of 1,351 linear feet o£ local streets. The neighborhood consists of approximately nine commercial properties. Streets John Martin Drive is designated as a MSA Route. Tha prof ect area was reconstructed in 1998. The streets era generally 50 -feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and ovet3ay. � _.. i� I: �i M i �a �' �$ �+` 4 '-i � j �=_ Water main The existing water main in the project area consists of 8 -inch diameter C1P installed in 1969. Records indicate that there have been no water main breaks in the area. The currant project estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1969. There is no history of root intrusion th the project area. The current project estimate includes casting replacement only. Storm Sewer Tha storm sewer on Sohn Martin Drives drains to Shingle Creek. This storm sewer consists of 12 -inch to 48 - inch diameter RCP installed in 1969. The current project estimate includes casting replacement only. Street Lighting The existing street light system is underground power, with aluminum and a decorative light fixritre. The currant cost estimate includes no street light replacement. Project Summaries Page � 41 2017-2031 Capital Improvement 6Sth Avenue and Lee Avenue Mill and Overlay - 2027 The project area includes 68�^ Avenue from Lee Avenue to -- a --�I" I � I . Brooklyn Boulevard and Lee Avenue £rom 68`" Avenue to 69�^ 5 - { I � � �, - - Avenue. The project area contains a total of 1,668 linear feet of S � � � � - 'I I; �I local streets. The project area consists o£ nine commercial -.. ._.� properties. _ Str¢ets � 3 I The 67�^ Avenve and Jamas Avenue area was reconstructed in 1998. The streets are generally 45 -feet wide with concrete curb and gutter- The current cost estimate - assumes street improvements that consist of approximately 20 percent concrete _ _ - _ - replacement and a 2 -inch mill and overlay. — - - �.}__ - --- - _ __- __ Water main The existing water main in the project area consists of 8 -inch diameter CIP installed in 1966 and 1968. Records indicate that there have been no water main breaks in the area. The cmTent project estimate includes casting replacement only. Sanitary Server The existing sanitary sewer in the project area consists of 8 -inch PVC installed in 1970. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion- Root sawing must ba performed on an annual basis to maintain the system conveyance capacity. The current project estimate includes casting replacement only - Storm Sewer Tha storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer consists of 12 -inch to 24 -inch diameter RCP installed in 1966 and 1968- The current project estimate inchtdes casting replacement only. Street Lighting The current cost estimate includes replacing the three wood poles with three fiberglass poles with acut-off Type LED light fixture and underground power. Project Summaries Page � 42 2017-2031 Capital Improvement 73"t Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) - 2028 T i F aa00K�YN` P?� �_�� � � � 1� � �� � 1 I 1 1 1 �i _6 � ��� i i� ��I 1 � i i iii i i i if ��i � _- l_, _�r_ =, �, � - � I -. � I �� ��g Ir `I � i�1 � —1 i i i I � ��-I 2sz � � je'� i 1— j �,� I C � - ` � t� � � � � �I i i I �� _ - IF —i -I ' =f f Iii � � I I i � � i� t— ��— ti Tha 73`a Avenue project extends from Humboldt Avenue to approximately 275 -feet east o£ Camden Avenue. It contains a total of 2,994 linear feet of local streets. The project area consists o£ 25 single-family properties and one church property. Stre¢ta 73`a Avenue is designated as a MSA Route. 73`d Avenue is also the border between Brooklyn Center and Brooklyn Park. The south portion of 73`tl Avenue is maintained by Brooklyn Center and the north portion is maintained by Brooklyn Park. This project area was reconst�vcted in 2000. The road is generally 33 -feat wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and overlay. Water main All o£ the water main in the project area was replaced with DIP in 2000 when the neighborhood was reconstructed. The current project cost estimate includes casting replacement only. Sanitary Sewer Approximately four percent o£the sanitary sewer in the project area was replaced with PVC in 2000 when the area was reconstwcted. The remaining sanitary sewer in the area consists of 8 -inch diameter VCP installed in 196] and ]969. Thera is no history of root intrusion in this area. Tha current project cost estimate includes casting rep]acement only. Storm Sewer The storm sewer in the project area drains south to a trunk line on 701h Avenue and then east to the Mississippi River. This storm sewer consists of 72 -inch to 21 -inch diameter RCP installed m 1969 and 2000. The current project estimate includes casting replacement only. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The torrent cost estimate includes no street light replacement. Project Summaries Page � 43 2017-2031 Capital Improvement 66th Avenue and Camden Avenue Mill and Overlay - 2028 The 6Ch Avenu¢ and Camden Avenue project includes Camden Avenue from 66th Avenu¢ to the south cul-de-sac and 66`h Avenue from 360 -feet east of Bryant Av¢nue to TH 252- It contains a total o£ 1,960 linear Feet of local streets. The project area consists of four multi -family properties and seven commercial properties. Streets 66`h Avenue is designated as a MSA Route. This project area was reconstn�cted in 1999. The roads in the project area range from 40 -feet wide to 70 - feat with concrete curb and gutter. The current cost estimate assumes street improvements that consist o£ approximately 20 percent concrete replacement, a 2 -inch mill and overlay and a new traffic signal at 66`h Avenue and Camden Avenue. i_� � � r { zsz _ __ m=om � _ b .l .. i. Y1 \��� --� � � _ -----��—__=��� a \__ Jin: tf--=i-'; _ — i� _ _ __ _ Water main The water main in the project area consists of 6 -inch diamet¢r C1P installed in 1968. Water records indicate four main breaks have occurred within the area. The current project cost estimate includes casting replacement only - Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter PVC and VCP installed in 1968. There is no history of root intrusion in this area. Tha currant project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the pwjeci area drains to the trunk line on 65`h Avenue and then east to the Mississippi River. This storm sewer consists of 12-ittch to 72 -inch diameter RCP installed in 1968 and 1999. The current project estimate includes casting replacement only. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes no street light replacement. Project Summaries Page � 44 2017-2031 Capital Improvement Earle Brown Drive Area Improvements - 2028 The Earle Brown Drive project extends from John Martin Drive in the southwest to the northeast comer of the Earle Brown Heritage Center. It contains a totat of 3,075 linear feet of local streets. The project area consists of 11 commercial properties. Streets Earle Brown Drive is designated as a MSA Route between John Martin Drive and Summit Drive. This project area was reconstmcted in 1999. The road is generally 50 -feat wide with concrete curb and getter. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 30 percent sidewalk replacement, 25 percent driveway apron replacement and fidl depth pavement replacement. Water main � I �, �? The water main in the project area consists o£ � I �/y'�. 8 -inch and 12 -inch diameter CIP installed in 1971 and 1974. Water records indicate one main break has occurred within the area cost estimate includes casting replacement only. The current project Sanitary Sewer The sanitary sewer in the project area consists of 8 -inch diameter VCP installed in 1971 and 1974. Thera is no history o£root intrt�sion in this area. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains north and west to local storm water ponds. This storm sewer consists of 12 -inch to 30 -inch diameter RCP installed in 1977 and 1974. Additional 15 -inch diameter high- density polyethylene plastic pipe was added to the project area when the road was reconstructed in 1999. The current project estimate includes casting replacement only. Street Lighting The existing street light system contains underground power with aluminum poles and decorative light fixtures. The current cost estimate includes no street light replacement. Project Summaries Page � 45 2017-2031 Capital Improvement Garden City Central Area Improvements - 2029 The south portion of the Garden City Central project area extends from Brooklyn Boulevard to Brooklyn Drive from 61" Avenue to 63'd Avenue, and the north portion extends From Xerxes Avenue to Brooklyn Drive from 63'a Avenue to 66�s Avenue. The project area contains a total of 19,230 linear feet of local streets. The neighborhood consists of approximately 361 residential properties, one church property, three multi- family properties (R4 and RS) and three commercial properties. Streets 63`a Av¢mie from Brooklyn Boulava�d to Xerxes Avenue is SA R Th G d C' Central ro'ect desrgnated as a M ovte. a ar en .ty p ,7 area was last reconstructed in 2000. 63`d Avenue ranges from 38 to 48 -Feet wide and the remaining streets are 30 -feet wide. A71 streets in the project have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and overlay. Water main - Approximataly 81 percent of the water main in the Garden City Central area was replaced with DIP in 2000 when the neighborhood was reconstructed- The remaining water main in the area consists o£ 6 -inch and 16 - inch DIP installed in 1980, 1981, 1983 and 1993. Records indicate there has been two water main breaks in the neighborhood and four properties in the area have experienced frozen water services in past winters. The current project estimate includes casting replacement only. Sanitary Sewer Approximately 72 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed in 2000. The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1958, 8 -inch diameter PVC installed in 1980, 15 -inch diameter RCP installed in 1956 and 24 - inch diameter pipe corrugated metal pipe lined with C1PP in 1995. There is no history of root intrusion in the project area- The currant project estimate includes cured -in-place lining of the ACP and VCP sanitary sewer mains installed in the 1950s and casting replacement. Storm Sewer Approximately 83 percent o£ the storm sewer in the project area was installed in 2000 when the neighborhood was reconstructed. The remaining pipe consists of 15 -inch, 36 -inch and 72 -inch pipe installed in the backyards between 64°` Avenue and 65a' Avenue in 1956. The storsn sewer in this neighborhood drains to Shingle Creek. The current cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system contains underground power with fiberglass poles and standard light fixtures, which were installed in 2000. The current cost estimate includes replacement of two street lights that have not bean replaced and upgrade all Yo LED luminaires. Project Summaries Page � 46 2017-2037 Capital Improvement �r 9. - ��.9 f I` _. `�L desrgnated as a M ovte. a ar en .ty p ,7 area was last reconstructed in 2000. 63`d Avenue ranges from 38 to 48 -Feet wide and the remaining streets are 30 -feet wide. A71 streets in the project have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2 -inch mill and overlay. Water main - Approximataly 81 percent of the water main in the Garden City Central area was replaced with DIP in 2000 when the neighborhood was reconstructed- The remaining water main in the area consists o£ 6 -inch and 16 - inch DIP installed in 1980, 1981, 1983 and 1993. Records indicate there has been two water main breaks in the neighborhood and four properties in the area have experienced frozen water services in past winters. The current project estimate includes casting replacement only. Sanitary Sewer Approximately 72 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed in 2000. The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1958, 8 -inch diameter PVC installed in 1980, 15 -inch diameter RCP installed in 1956 and 24 - inch diameter pipe corrugated metal pipe lined with C1PP in 1995. There is no history of root intrusion in the project area- The currant project estimate includes cured -in-place lining of the ACP and VCP sanitary sewer mains installed in the 1950s and casting replacement. Storm Sewer Approximately 83 percent o£ the storm sewer in the project area was installed in 2000 when the neighborhood was reconstructed. The remaining pipe consists of 15 -inch, 36 -inch and 72 -inch pipe installed in the backyards between 64°` Avenue and 65a' Avenue in 1956. The storsn sewer in this neighborhood drains to Shingle Creek. The current cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system contains underground power with fiberglass poles and standard light fixtures, which were installed in 2000. The current cost estimate includes replacement of two street lights that have not bean replaced and upgrade all Yo LED luminaires. Project Summaries Page � 46 2017-2037 Capital Improvement Garden City North Area Improvements - 2030 The east portion of the Garden City Central project area extends from Brooklyn Boulevard to Xerxes Avenue from Interstate 94 to 63`s Avenue, and the west portion inchrdas a :"� , Halifax Drive, Grimes Avenue and Franca Avenue north of � � M1 i � 6 m 63rd Avenue. The project area contains a total of 18,390 linear e feet of local streets. The neighborhood consists o£ approximately 290 residential properties, one school property, 4 - 10 multi -family properties (RS) and foar commercial 8 properties. '��`! r W �^ Streets `--- _ --_ The Garden CiTy Central project area was last reconstnrcted in 2001. The streets within the project area consist o£ 30 -foot wide roads with concrete curb and gutter. The current cost estimate assumes staeet improvements that consist of approximately 20 peroent concrete replacement and a 2 -inch mill and overlay in areas with no proposed utility replacement (81 percent of the project area). Ea utility replacement areas, the cost estimate assumes 50 peroent curb replacement, 20 percent sidewalk replacement and fidl depth pavement replacement. Water main Approximately 85 percent of the water main in the Garden City North arrea was replaced with DIP in 2001 when the neighborhood was reconstrarcted. The ra�naining water main in the area consists of 6 -inch and fl- inch CIF' installed in 1956, 1959, 1962 and 1974. Records indicate there have bean two water main breaks in the neighborhood on the older water main and one property in the area has experienced a frozen water service in past winters. The current project estimate includes replacing old water main in the areas west of Brooklyn Boulevard and at 65'^ Avenue and Xerxes Avenue. 1n the remainder of the project area the cost estimate assarmes casting replacement only. Sanitary Sewer Approximately 68 peroent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstnrcted in 2001. The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1958, 15 -inch diameter RCP installed in 1956 and 24 -inch corrugated metal pipe lined with CIDP in 7995. Root sawing must be performed on all of the VCP in the area an annual basis to maintain the system conveyance capacity. The current project estimate includes replacement of the existing VCP and RCP sanitary sewer from the 1950s and casting replacement in the remaining areas. Storm Sewer Approximately 78 percent of the storm sewer in the project area was installed in 2001 when the neighborhood was reconstructed. The remaining pipe consists o£ 18 -inch, 66 -inch and 72 -inch pipe installed in rear and side lot easements in 1956 and 1965. The storm sewer in this neighborhood drains to Shingle Creek. Tha current cost estimate includes replacing the older storm sewer in the 64'� Avenue rear lot easement, structt�re casting replacement and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system contains underground power with Fiberglass poles and standard light fixKu'as, which were installed in 2001. Tha cun'ent cost estirnata includes upgrading all lights to LED luminaires. Project Summaries � Page � 47 2017-2031 Capital Improvement Gard¢n City South Arca Improvements - 2031 The Garden City South project area extends From Brooklyn Boulevard to Upton Avenue from Northway Drive to 6 ]" Avenue, and includes Xerxes Avenue from Northway Drive to the Interstate 94 bridge. The project area contains a total of 19,415 linear feet of local streets. The neighborhood consists of approximately 256 residential properties, three church properties, one multi -Family property (RS) and five commercial properties. Streets Xerxes Avenue is designated as a MSA Route. The Garden City South project area was last reconstructed in 2002. The local streets within the project area consist of 30 -foot wide roads with concrete curb and gutter and Xerxes Avenue is a 70 -Foot wide road wrth a canter median. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, a 2 -inch mill and overlay on local streets, a 3 mch mill and overlay on Xerxes Avenue and 20 percent sidewalk replacement on Xerxes Avenue. Water main Approximately 34 percent of the water main in the Garden City South area was replaced with DIP in 2002 when the neighborhood th t was reconstructed. The remammg water mem m e arca cons�s s of 6 -inch, 8 -inch and 12 -inch CIP installed in 1956, 1961, 1964 and 1966- Records indicate there have been two water main breaks in the neighborhood on the older water main and two properties in the area have experienced frozen water services in past winters. The current project estimate includes lining the 1950s and 1960s water main in the area and insulating the frozen water services. In the remainder of the project area the cost estimate assumes casting replacement only. Sanitary Sewer Approximately 50 percent. of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed in 2002. The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1957, 1958, 1964 and 1965, and sanitary force main consisting of 16 -inch CIP installed in 1966. Root sawing must be performed on 20 percent of the VCP in the area on an annual basis to maintain the system conveyance capacity. The current project estimate includes fining o£ the existing VCP sanitary sewer from the 1960s and 1960s end casting replacement in the remaining areas. Storm Sewer Approximately 61 percent of the storm sewer in the project area was installed in 2002 when the neighborhood was reconstructed. Tha remaining pipe consists o£ 15 -inch to 27 -inch and 72 -inch RCP installed in 1956, 1964, 1965 and 1966. The storm sewer in this neighborhood drains to Shingle Creek. The current project estimate includes lining of the existing RCP storm sewer from the ]950s and 1960s and structure casting replacement as necessary. Street Lighting The existing street light system contains underground power with fiberglass poles and standard light fixtures, which were installed in 2002. The current cost estimate includes replacing the one wood pole with one fiberglass pole with acut-off type LED tight fixture and underground power on Xerxes Avenue north of 61H1 Avenue. Project Summaries Page � 48 2017-2031 Capital Improvement _ :rt' S' ori ,.�;; I 11��__ - l -- I it �_i_ I 1 r,� � _ ,�....� ' � � � n'.. •.�-. i L_ � �, 7- -�. i -- 4 a ��s; a e-3-�, 4 was reconstructed. The remammg water mem m e arca cons�s s of 6 -inch, 8 -inch and 12 -inch CIP installed in 1956, 1961, 1964 and 1966- Records indicate there have been two water main breaks in the neighborhood on the older water main and two properties in the area have experienced frozen water services in past winters. The current project estimate includes lining the 1950s and 1960s water main in the area and insulating the frozen water services. In the remainder of the project area the cost estimate assumes casting replacement only. Sanitary Sewer Approximately 50 percent. of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed in 2002. The remaining sanitary sewer consists of 8 -inch diameter VCP installed in 1957, 1958, 1964 and 1965, and sanitary force main consisting of 16 -inch CIP installed in 1966. Root sawing must be performed on 20 percent of the VCP in the area on an annual basis to maintain the system conveyance capacity. The current project estimate includes fining o£ the existing VCP sanitary sewer from the 1960s and 1960s end casting replacement in the remaining areas. Storm Sewer Approximately 61 percent of the storm sewer in the project area was installed in 2002 when the neighborhood was reconstructed. Tha remaining pipe consists o£ 15 -inch to 27 -inch and 72 -inch RCP installed in 1956, 1964, 1965 and 1966. The storm sewer in this neighborhood drains to Shingle Creek. The current project estimate includes lining of the existing RCP storm sewer from the ]950s and 1960s and structure casting replacement as necessary. Street Lighting The existing street light system contains underground power with fiberglass poles and standard light fixtures, which were installed in 2002. The current cost estimate includes replacing the one wood pole with one fiberglass pole with acut-off type LED tight fixture and underground power on Xerxes Avenue north of 61H1 Avenue. Project Summaries Page � 48 2017-2031 Capital Improvement _ RUM Lift Station No. 1 Rehabilitation and Wetwell Improvement - 2017 The existing lift station was installed in 1996. The existing generator is a 1996 model with a typical lifespan of 35 years. The current wetwell design is a basic box -shape with an elevated wing wall that traps solids, debris, etc. causing maintenance issues and safety concerns during maintenance. Proposed rehabilitation includes pump replacement, guide rails, piping, miscellaneous appurtenance replacement and wetwell reconfiguration to aid in self-cleaning. This rehabilitation will also include electrical main breakers, starters/contactors, overloads, programmable logic controller, hand -off -auto (HOA) switch and uninterruptible power supply (UPS) replacement. The closed transition generator transfer switch is to be replaced also. The generator is currently scheduled for replacement in 2031. Well Motor Speed Controls Variable Frequency Drive (VFD) Upgrade Wells 4 and 10 - 2017 The existing well motor speed controls were installed in 1997 as part of an energy conservation project. Wells 5 and 7 VFDs were replaced due to failure in 2013 and 2014, respectively. The VFD for Well 9 was replaced during the Water Treatment Plant project in 2015. Well's 4 and 10 VFDs are at the end of their useful life. These VFDs will be replaced with the same style VFDs that were installed at wells 5, 7 and 9. All five wells will then have the same VFDs for continuity. All VFDs that were installed in 1997 will have been replaced at the conclusion of this project. Water Tower No. 2 Painting - 2018 Water Tower No. 2, a one -million gallon elevated storage tank located at 69th 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 inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005 recommendation was to re -inspect every five years. The water tower was again inspected in 2011 and found to be in satisfactory condition, needing tank inspection every three to five years. Other interim spot inspections have occurred during cell antenna work performed on this tower. An upcoming 2016 inspection will be used to prepare plans and specifications for the 2018 rehabilitation. Lift Station No. 2 Rehabilitation - 2018 The existing lift station was constructed in 1991. The generator is a 1981 model with a typical lifespan of 35 years. Both the generator and switch gear are proposed to be replaced. New pumps, guide rails and piping, electrical main breakers, starters/contactors, overloads, programmable logic controller, HOA's and UPS are also included in the rehabilitation. The replacement of the emergency generator is also included. Lift Station No. 9 Force Main Replacement - 2019 The existing force main located south of lift station No. 9 was installed in 1969 and consists of 12 -inch DIP, which was verified in 2010 through an exploratory open excavation. Approximately 1,300 -feet is proposed to be replaced. Water Tower No. 1 Painting - 2020 Water Tower No. 1, a 500,000 gallon elevated storage tank located at 69th 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 was 15 to 20 years. This tank was inspected in 2009. Both the interior and exterior coatings required no repairs at that time. The 2009 recommendation was to re -inspect every five years. The tower was again inspected in 2014 and was determined to be in satisfactory condition but needing full replacement within five to six years. The tower is planned to be reinspected in 2019 with rehabilitation in 2020. Project Summaries Page 149 2017-2031 Capital Improvement Lift Station Nos. 8 and 9 Rehabilitation - 2025 This project includes the rehabilitation of lift station Nos. 8 and 9 with a full evaluation of pumps, control equipment and appurtenances. Lift Station Nos. 3 and 4 Rehabilitation — 2028 This project includes the rehabilitation of lift station Nos. 3 and 4 with a full evaluation of pumps, control equipment and appurtenances Lift Station Nos. 5 and 6 Rehabilitation 2029 This project includes the rehabilitation of lift station Nos. 5 and 6 with a full evaluation of pumps, control equipment and appurtenances Sanitary Sewer Lining (Mississippi River Trunk North of Interstate 694 to 70th Avenue[Willow Lane) -2030 This project extends from the manhole at 70th Avenue and Willow Lane to the manhole at the dead end, north of Interstate 694 on Willow Lane. The existing line is 4,178 -feet of 18 -inch RCP and 1,451 -feet of 21 -inch RCP. This is the main trunk line that carries the sewage out of the NE quadrant of the City to lift station No. 2. This segment of sewer line is planned to be lined with a CIDP liner. Lift Station No. 2 Force Main Lining (Under Interstate 94) - 2030 The existing 406 -foot section of 16 -inch DIP force main, located under Interstate 94 at 52nd Avenue in Minneapolis was installed in 1980 with the Interstate 94 project. The projected life span of this section of pipe is 50 years. Lining this section of pipe will require an extensive bypass as well as an open excavation on the eastside of Interstate 94. In 2008 a new force main was installed from lift station No. 2 to the Interstate 94 crossing on the east side of 52nd Avenue. This segment of sewer line is planned to be lined with a CIPP liner. Lift Station Nos. 7 and 10 Rehabilitation - 2030 This project includes the rehabilitation of lift station Nos. 7 and 10 with a full evaluation of pumps, control equipment and appurtenances Lift Station No. 1 Generator Replacement — 2031 The existing generator is a 1996 model with a typical lifespan of 35 years. This project will include the replacement of the generator only. The closed transition generator transfer switch will have been replaced in 2017. Project Summaries Page 150 2017-2031 Capital Improvement Otreet Light1 o• Traffic Signal System Rehabilitation (69th Avenue and France Avenue) - 2017 The traffic signal system was evaluated for needed system improvements and documented in a report dated December 2014. Proposed improvements include a new controller and cabinet, painting of the poles and mast aims, installation of countdown pedestrian heads, Accessible Pedestrian System (APS) pushbuttons, Emergency Vehicle Preemption (EVP) system, flashing yellow left turn arrow system, new wiring, a video detection system and other appurtenance replacement as necessary. Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2018 The 35 ornamental lights located within the Earle Brown area at the nodes (intersections) along a portion of Shingle Creek Parkway, Summit Drive, Earle 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. Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021 The traffic signal system was evaluated for needed system improvements and documented in a report dated December 2014. Proposed improvements contain complete system rehabilitation and replacement including video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade. Traffic Signal System Rehabilitation (Shingle Creek Parkway/John Martin Drive) - 2021 The traffic signal system was evaluated for needed system improvements and documented in a report dated December 2014. Proposed improvements contain complete system rehabilitation and replacement including video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade. Traffic Signal System Rehabilitation (Shingle Creek ParkwayBrookdale Square) - 2025 The traffic signal system was evaluated for needed system improvements and documented in a report dated December 2014. Proposed improvements contain complete system rehabilitation and replacement including video detection, EVP, countdown pedestrian heads, APS and flashing yellow left turn arrow upgrade. Coordination with the future development of the Opportunity Site must also occur with this improvement project. Project Summaries Page 151 2017-2031 Capital Improvement • - • �" " �: 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, Centennial Park west building, Centennial Park plaza, Centennial Park gazebo, Kylawn Park building and West Palmer Park building. In 2016 the 2017 plan will be replaced with the new asset management planning program (Facility Dude). Thereafter, CIP projects will be updated starting in the 2017 budgeting process. Storm Water Management Basins In 2015 the City hired WSB and Associates to conduct a condition assessment of the City -maintained storm sewer system and storm water management ponds located throughout the City. The assessment process resulted in a list of improvements to address problems with erosion, sediment accumulation, inlet and outlet blockages and other miscellaneous maintenance issues. Below are improvement projects that are part of the City's Storm Drainage Utility, using the City's Storm Water Asset Management Plan (SWAMP) program developed by WSB and Associates that uses an annual sediment loading rate to predict sediment accumulation for project prioritization. Storm Water Pond 26-005 - 2017 Pond 26-005 is located west of the intersection of Twin Lake Road and 51St Avenue. The pond receives runoff from approximately 10 acres of upstream residential development. This pond was constructed in 1991. The performance of this pond is severely limited due to the accumulation of sediment. The proposed work consists of removal of sediment to enhance the water quality treatment performance of the pond and repairs to the skimmer structure on the pond's outlet. Storm Water Pond 63-006 - 2017 Pond 63-006 is located south of James Circle and west of the FBI Building. The pond receives runoff from approximately 10.5 acres of upstream commercial development. This pond was constructed in 1998. The performance of this pond is severely limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 41-001- 2018 Pond 41-001 is located east of 7100 Brooklyn Boulevard. The pond receives runoff from approximately 30 acres of residential and commercial development and has access issues. This pond was constructed in 1995. The proposed work consists of removal of sediment, bank stabilization to control erosion and the installation of a skimmer to enhance the water quality treatment performance of the pond. Storm Water Pond 43-001- 2018 Pond 43-001 is located west of Quail Circle. The pond receives runoff from approximately 52 acres of upstream residential development. This pond was constructed in 1994. The proposed work consists of removal of sediment to enhance the water quality treatment performance of the pond and install a skimmer structure on the pond's outlet. Project Summaries Page 152 2017-2031 Capital Improvement Storm Water Pond 60-002 - 2018 Pond 60-002 is located west of the City Hall parking lot adjacent to the regional bike trial within Centennial Park. The pond receives runoff from approximately three acres of upstream commercial development. This pond was constructed in 2006. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 60-004 - 2018 Pond 60-004 is located between the City Hall parking lot and the apartments at 6221 Shingle Creek Parkway. The pond receives runoff from approximately 67 acres of upstream commercial development. This pond was constructed in 1980. The performance of this pond is limited to the accumulation of sediment. The proposed work consists of the removal of sediment to improve the water quality treatment performance of the pond. Storm Water Pond 62-001- 2018 Pond 62-001 is located in the northwest quadrant of Shingle Creek Parkway and Freeway Boulevard. The pond receives runoff from approximately 3.5 acres of upstream commercial development. This pond was constructed in 2004. The performance of this pond is severely limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 64-002 - 2018 Pond 64-002 is located at 6250 Earle Brown Drive and west of the Earle Brown Conference Center. The pond receives runoff from approximately 17 acres of upstream commercial development. This pond was constructed in 1989. The proposed work consists of the removal of sediment, stabilization of pond banks and the installation of a skimmer to improve the water quality treatment performance of the pond. The pond liner at the Earle Brown Heritage Center may have a leak resulting in a lower water level then the design normal water level. The liner will be evaluated, working with Embassy Suites who most likely did not restore the liner as part of their project in 2007-2008. Storm Water Pond 12-001— 2019 Pond 12-001 is located north of 53`d Avenue at the end of Upton Avenue adjacent the Centerbrook Golf Course. The pond receives runoff from approximately 0.5 acres of park land, but is part of a chain of pond providing storm water treatment. This pond was constructed in 1997. The proposed work consists of the removal of sediment and the installation of a skimmer to improve water quality treatment performance of the pond. Storm Water Pond 12-006 - 2019 Pond 12-006 is located in Lions Park adjacent to the Centerbrook Golf Course. The pond receives runoff from approximately 42 acres of upstream residential development. This pond was constructed in 2005. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 26-006 — 2019 Pond 26-006 is located adjacent to 50'' Avenue. The pond receives runoff from approximately five acres of road and industrial property parking lots. This pond was constructed in 2002. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 35-004 — 2019 Pond 35-004 is located west of Oliver Avenue within East Palmer Lake. The pond receives runoff from approximately 14 acres of upstream residential development. This pond was constructed in 2000. The performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the removal of sediment and installation of skimmer to improve the water quality treatment performance of the pond. Storm Water Pond 61-001 - 2019 Pond 61-001 is located along the east property line of the Bristol Village Townhomes at 1600 69th Avenue. The pond receives runoff from approximately 11 acres of upstream residential development. This pond was constructed in 2003. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Project Summaries Page 153 2017-2031 Capital Improvement Storm Water Pond 48-001- 2021 Pond 48-001 is located south of Odyssey Academy. The pond receives runoff from approximately 54 acres of upstream residential development. This pond was constructed in 1997. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 26-004 - 2022 Pond 26-004 is located north of 50th Avenue and west of the commercial property at 3800 50th Avenue. The pond receives runoff from approximately 10.4 acres of upstream commercial and industrial development. This pond was constructed in 2001. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 35-003 - 2022 Pond 35-003 is located west of Oliver Avenue within East Palmer Lake. The pond receives runoff from approximately 14 acres of upstream residential development. This pond was constructed in 2000. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 57-003 - 2022 Pond 57-003 is located north of 69th Avenue just north of the City's public works facility. The pond receives runoff from approximately 3.0 acres of upstream park and trail runoff. This pond was constructed in 1996. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 40-001 - 2023 Pond 40-001 is located east of Palmer Lake Road. The pond receives runoff from approximately 176 acres of upstream residential development. This pond was constructed in 2000. The performance of this pond is limited due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 17-001 - 2025 Pond 17-001 is located north of 65th Avenue. The pond receives runoff from approximately 85 acres of upstream residential development. The performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 41-002 - 2026 Pond 41-002 is located north of Woodbine Lane and west of France Avenue. The pond receives runoff from approximately 36 acres of upstream residential development. This pond was constructed in 1995. The performance of this pond is limited due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 53-001 - 2026 Pond 53-001 is located between Beard Avenue and Zenith Avenue adjacent to 69th Avenue. The pond receives runoff from approximately 35 acres of upstream residential development. This pond was constructed in 1993. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 11-001 - 2028 Pond 11-001 is located near the parking lot at Centerbrook Golf Course. The pond receives runoff from approximately 33 acres of upstream residential development. This pond was constructed in 2006. The performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Project Summaries Page 154 2017-2031 Capital Improvement Storm Water Pond 59-003 - 2029 Pond 59-003 is located north of the parking lot at Brooklyn Center Community Center. The pond receives runoff from approximately 1.7 acres of upstream parking lot runoff. This pond was constructed in 2001. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 60-003 - 2029 Pond 60-003 is located south of the parking lot at Brooklyn Center City Hall. The pond receives runoff from approximately 2.0 acres of upstream parking lot runoff. This pond was constructed in 2001. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 63-001- 2029 Pond 63-001 is located north of the parking lot at Brooklyn Center Community Center. The pond receives runoff from approximately 4.0 acres of upstream street runoff. The performance of this pond maybe limited due to the accumulation of sediment. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 63-002 - 2029 Pond 63-002 is located adjacent to Shingle Creek Parkway. The pond receives runoff from approximately 3.0 acres of upstream street runoff. The performance of this pond is limited due to the accumulation of sediment. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 64-001- 2029 Pond 64-001 is located adjacent to Shingle Creek Parkway. The pond receives runoff from approximately 0.5 acres of upstream runoff but the pond is mostly a part of the larger pond network at the City Hall Complex. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Storm Water Pond 57-004 - 2030 Pond 57-004 is located north of 69th Avenue with the Palmer Lake Park. The pond receives runoff from approximately 4.0 acres of upstream street runoff. This pond was constructed in 1999. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 57-005 - 2030 Pond 57-005 is located adjacent to the west of the public works facility. The pond receives runoff from approximately 5.0 acres of upstream runoff from the public works yard. This pond was constructed in 1980. The performance of this pond is limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 70-002 - 2031 Pond 70-002 is located at the intersection of 65th Avenue and Willow Lane. The pond receives runoff from approximately 3.5 acres of upstream residential runoff. This pond was constructed in 2001. The proposed work consists of the removal of sediment to restore the water quality treatment performance of the pond. Shingle Creek Reaeration Project - 2017 The Bass and Shingle Creek Dissolved Oxygen Total Maximum Daily Load (TMDL) identified that dissolved oxygen is low within Shingle Creek. Actions identified in the TDML were to provide reaeration within the creek. Partnering with Shingle Creek Watershed Management Commission, the City will construct two reaeration structures, one at the outlet of Palmer Lake and the second within Centennial Park. The structures will Project Summaries Page 155 2017-2031 Capital Improvement be in highly visible locations along public trails and will double as public art pieces with a professional artist selected to design the structures. The project also includes streambank stabilization and habit enhancement at the Palmer Lake outlet including interpretive signage. Opportunity Area Outlet Backflow Preventer Improvements - 2017 The current backflow preventer at Shingle Creek Parkway and John Martin Drive is not functioning. The backflow preventer needs to be replaced to prevent the water from Shingle Creek flowing back up the storm water in high water events. Connections at Shingle Creek Phase 2 - 2019 In 2015-2016 the City partnered with the Shingle Creek Watershed Management Commission and the City of Brooklyn Park to complete the Connections at Shingle Creels Restoration Project Phase 1 from Brooklyn Boulevard to Noble Avenue. A Phase 2 planning project from Regent Avenue to Brooklyn Boulevard needs to be completed to determine the extent of the stabilization required. The City will look into a possible partnership with the Shingle Creek Watershed Management Commission to help fiend this project along with working with the City of Brooklyn Park. 70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019 Constructed in 1960, the storm sewer from 70th Avenue and Willow Lane to the outlet on the Mississippi River has deteriorated and needs to be rehabilitated to increase the longevity of the pipe. 61st Avenue and Perry Avenue Storm Sewer Improvement - 2021 The storm sewer at 61st Avenue and Perry Avenue has joint failures and sink holes which are leaking and causing sediment transfer. The storm sewer will need to be evaluated and rehabilitated. 65th Avenue Trunk Storm Sewer Rehabilitation - 2021 The trunk line along 65th Avenue between Cahlander Park and Shingle Creek is deteriorating. A pipe joint repair project was completed in the 1990's. The storm sewer will need to be evaluated and rehabilitated. 1 1 1 57th Avenue Regional Trail Project (Logan Avenue to Interstate 94) - 2017 Proposed improvements include the conversion of the existing sidewalk to a 10 -foot regional trail along the south side of 57th Avenue/County Road 57 from Logan Avenue to the Regional Mississippi River Trail. This is a joint project with the City, Hennepin County and Three Rivers Park District. The Three Rivers Park District received a federal grant for this project and the park district will fund the remaining portion of the project. This trail project will be coordinated and is scheduled concurrently with the City's 57th Avenue mill and overlay project from Humboldt Avenue to the Interstate 94 bridge. 69th Avenue Trail Reconstruction (Shingle Creek Parkway to Dupont Avenue) - 2017 Replace the trail system along 69th Avenue from Shingle Creels Parkway to Dupont Avenue. A nine -foot wide trail section is proposed including 10 Americans with Disabilities Act (ADA) pedestrian ramps. Evergreen Park Trail and Parking Lot Improvements — 2017 Replace the bituminous trail within Evergreen Park. An eight -foot wide trail section is proposed. Replace 250 -feet of concrete curb, construct seven new ADA pedestrian ramps and install new bituminous surfaces within all three of the Evergreen Park parking lots. Basketball Court Resurfacing (Kylawn, Centennial West and Northport Parks) - 2017 Proposed construction includes removal of the existing basketball courts and resurface with three -inches of bituminous. This project also includes new basketball standards. Project Summaries Page 156 2017-2031 Capital Improvement West River Road Trail Improvements — 2018 Replace the bituminous trail along West River Road from 73`d Avenue to 66th Avenue. A ten -foot wide trail section is proposed. The status of this project will be reevaluated in 2017, pending possible jurisdictional transfer of the trail from the City to the Three Rivers Park District as part of their regional West Mississippi River Trail development. Bridge Rehabilitation (4 Bridges) - 2018 Proposed bridge rehabilitation including concrete deck sealing, miscellaneous concrete repair and railing repair/painting to the 69th Avenue bridge, the two Shingle Creek Parkway bridges and the Freeway Boulevard all spanning Shingle Creek. Centennial Park East Trail Replacement — 2017 Replace the bituminous trail system within the eastern portion of Centennial Park. All adjacent bituminous trails east of Shingle Creek and adjacent to the Three Rivers Park District's Shingle Creek Regional Trail are proposed to be reconstructed to eight -foot wide. The plaza areas are also proposed to be replaced. Arboretum Trail Replacement - 2018 Proposed replacement of the trail system within the fenced Arboretum area. Remove existing bituminous and replace with a new eight -foot wide bituminous trail. Brooklyn Boulevard City Entrance Signs Rehabilitation - 2019 Proposed improvements include painting the existing City entrance signs with miscellaneous structural repairs, updated lighting and cedar fences surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park borders. Freeway Park Trail Replacement — 2021 Replace the trail system within Freeway Park. An eight -foot wide trail section is proposed. This project will need to be coordinated with the reorganization of the Mound Cemetery and Freeway Park properties in consideration of the leased area from the cemetery. Park Playground Equipment Replacement — 2019 through 2021 Proposed replacement includes replacing park playground 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 playground equipment will need to be completed to determine replacement priority. Palmer Lake Trail Reconstruction — 2022 Resurface 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. Northport Park Trail Replacement - 2023 Replace the trail system within Northport Park. An eight -foot wide trail section is proposed. Miscellaneous Tennis Court Resurfacing - 2024 Proposed construction includes resurfacing of the tennis courts at Evergreen Park, West Palmer Lake Park, Northport Park, Grandview Park and Centennial Park. Park Name Sign Replacement - 2025 This project includes the replacement of all 30 park name signs in all of the City Parks. Hockey Rink Rehabilitation/Replacements - 2026 Proposed rehabilitation includes resurfacing five existing rinks with other miscellaneous rink repairs. An assessment of the rink appurtenances will need to be completed to determine replacement needs. The rink Project Summaries Page 157 2017-2031 Capital Improvement 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/Replacements - 2026 The City's irrigation systems are located as follows: Evergreen Park, Centennial Park, Northport Park, Grandview Park, 69th Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway, 53`d Avenue (Bellvue area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed rehabilitation project includes rehabilitation of the Evergreen Park and the 69th Avenue systems, which were installed in 1986 and 1989 respectively. Centennial Park Softball Field Improvements - 2026 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, bituminous/concrete trails and other paved areas. A feasibility and geotechnical study will be performed prior to evaluate options of the flood plain, frequent flooding and continuous ongoing field settlement. Softball/Baseball Fence Replacement - 2027 Replace the line and outfield fences at West Palmer Lake Park. 69th Avenue Trail Reconstruction — 2027 Replace the trail system along 69th Avenue from Brooklyn Boulevard to West Palmer Lake Drive. A nine - foot wide trail section is proposed. Evergreen Park Scoreboard Improvements - 2027 Proposed construction includes installing new scoreboards at the two softball fields, one at baseball field and replacement of the scoreboard at the soccer/football field. 69th Avenue Landscape Rehabilitation - 2027 Proposed construction would include irrigation updates and replacing the landscape plantings and sod along 69th Avenue from Brooklyn Boulevard to West Palmer Lake Drive. Park Trail and Parking Lot Lighting Improvements - 2028 Replace trail and parking lot lights with LED fixtures, fiberglass poles, new wire in conduit in the following parks: Evergreen, Bellvue, Lions, Centennial East and Centennial West. Work would also include replacing the electrical cabinets in Bellvue and Lions parks. Centennial Ball Field Scoreboard Replacement - 2029 Proposed constriction includes replacement of the two scoreboards at the two softball fields at Centennial Park (east). Park Bleacher Replacement - 2031 Replace six 5 -row and seven 3 -row bleachers used in various parks. Project Summaries Page 158 2017-2031 Capital Improvement 9th Brooklyn Boulevard Corridor Project (4 Avenue to Bass Lake Road) - 2018 The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety, enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities for a 1.3 -mile segment of the corridor in Brooklyn Center between 49th Avenue and Bass Lake Road (County Road 10). The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks, transit stops, adding streetscaping and landscaping and improving the functionality of intersections with modified turn lanes. Several free right turn lanes will be reconfigured to improve sight lines. Overhead utilities will be moved underground. The City completed the Brooklyn Boulevard Corridor Study in 2013 to guide the reconstruction and redevelopment of this corridor. This project consists of Project Nos. 1, 2, 4, 5, 6 and 6A from the Corridor Study. Brooklyn Boulevard from Bass Lake Road to the southerly City limits (49th Avenue) is a Hennepin County roadway (County Road 152) under their jurisdiction. Federal funding through the Surface Transportation Program has been awarded to the City and Hennepin County for this project and the regional Transportation Improvement Plan is expected to be amended to include this project. The local partnership and proportions are to be determined in the firture but are anticipated to include Hennepin County fitnding, Three Rivers Park District funding and City fitnding. Azelia Avenue Retaining Wall Replacement - 2018 Replace the retaining walls located at the south end of Azelia Avenue (dead end turnaround location) with wet cast stone retaining wall. Lilac Drive Trail Retaining Wall Replacement (South of County Road 57) - 2020 Replace the retaining wall at the Lilac Drive curve just south of County Road 57 at 2121 Lilac Drive with wet cast stone retaining wall. Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021 The proposed Brooklyn Boulevard reconstruction/modernization project will improve roadway safety, enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities for a 0.8 -mile segment of the corridor in Brooklyn Center between Bass Lake Road (County Road 10) and Interstate 94. The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks, transit stops, adding streetscaping and landscaping and improving the functionality of intersections with modified turn lanes and access control throughout the corridor. Overhead utilities will be moved underground. The City completed the Brooklyn Boulevard Corridor Study in 2013 to guide the reconstruction and redevelopment of this corridor. This project consists of Project Nos. 8, 9 and 10 from the Corridor Study. The fitnding partnership and proportions are to be determined in the firture but are anticipated to include federal funding, Hennepin County fitnding, Three Rivers Park District fitnding and City funding. TH 252/66 1h Avenue Interchange and 70th Avenue Pedestrian Overpass - 2021 The proposed interchange and overpass project will improve roadway safety, enhance traffic operations, reduce access points and provide improved bicycle and pedestrian facilities, converting the southerly portion of TH 252 to a freeway. The City completed the TH 252 Feasibility Study in 2016 to guide converting this corridor to a freeway. The fiinding partnership and proportions are to be determined in the future but are anticipated to include federal fimding, City fitnding and other regional legislative funding. Retaining Wall Replacements (Miscellaneous Locations) - 2029 . Replacement of miscellaneous retaining walls at numerous locations within the City's right-of-way (Brooklyn Boulevard, Dupont Avenue, 57th Avenue and 691h Avenue). A full evaluation will be performed subsequently. Project Summaries Page 159 2017-2031 Capital Improvement