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HomeMy WebLinkAbout2017 12-04 CCP Budget Hearing and Special MeetingCITY COUNCIL MEETING PUBLIC MEETING ON BUDGET AND PROPERTY TAXES City of Brooklyn Center December 4, 2017 AGENDA 1. Call to Order - 7 pm —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 podium. 2 Roll Call 3.Presentation on Budget Process and Proposed 2018 Budgets 4.Presentation on Proposed Property Taxes Payable in 2018 %. Opportunity for Public Comment and Questions 7. Adjourn H I EE © 00 © N 'I © E © ©© N f)ci) 0= 0=0 0 (110 2: >C 00 0Ci)o 05 OCi) CD 0=0>oa Co:: DCI 0 UO0 L00 0 00ci)>00=0 0=0Cm0 > 0=0=0=Uo CA ©© cJ 'I ' o 'I 'I UO o o (L bD o 'I'I©r- ©JH H r 1L E== V) © © © © cc o© bb PA PA 'I l ©© UA w 11L © © NNr. 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NmriII 3, Consideration of 2018 Budget a.City Manager's Budget Transmittal Letter for 2018 Fiscal Year Requested Council Action: —Motion to accept letter. b.Resolution Approving Final Tax Capacity Levies for the General Fund and Debt Service Funds and a Market Value Tax Levy for the Housing and Redevelopment Authority for Property Taxes Payable in 2018 Requested Council Action: —Motion to adopt resolution. C. Resolution Adopting the 2018 Annual City Budget Requested Council Action: —Motion to adopt resolution. d. Resolution Approving the 2018-2032 Capital Improvement Plan and Adopting the 2018 Capital Program Requested Council Action: —Motion to adopt resolution. S1ILII1 IN II DIkYILYAI 1(I) 1AYaiI )1IIYAI DATE: December 4, 2017 TO: City Council FROM: Curt Boganey, City Manager SUBJECT: 2018 Budget and Property Tax Levy Payable in 2018 Recommendation: It is recommended that the City Council conduct a public hearing, receive comments and consider adoption of recommended budgets for fiscal year 2018 and 2018-2032 Capital Improvement Plan (CIP). Background: By State Law and City Charter, each year the City Council 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 0' 2017 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. Ensuring an attractive, clean, safe, inclusive community that enhances the quality of like for all people and preserves the public trust. Following the strategic plan and adopted financial 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: o Receive the budget report and hold the statutorily required public hearing o Hold an HRA meeting to consider the adoption of an HRA levy and budget o Hold an EDA meeting to consider the adoption of an EDA budget 6 Hold a City Council Meeting to • Receive the City Manager's proposed budget • Adopt the Final Property Tax Levies • Adopt the Annual City Budget for all funds • Approve the 2018-2032 CIP and 2018 Capital Program Revisions: The 2018 Budget was presented and reviewed by City Council on September 25 th . The following modifications were made to the Budget since that work session. 1. Reclassified General Fund expenditures for building capital outlay (carpet/painting /community center annual maintenance) to repairs and maintenance. Mission: Ensuring on attractive, clean, safe, inclusive colninunity that enhances the quality of life for oil people and preserves the public trust [EI1IJ[IJ 11 N I*A U I MYI[I) 1I flJJ1 2. Separated vacancy/turnover savings expense from the central supplies division to its own separate division. The 2018-2032 Capital Improvement Plan was presented and reviewed by the City Council and Financial Commission at the July 17, 2017 joint work session. The following modifications were made to the CIP since that work session: 1.Added Water Meter Full System Replacement to 2025 ($2 million). 2.Added Well No. 7 and Water Treatment Plant HSP No. 2 to 2028 ($108,000). 3. Adjusted the amount for Well No. 4 & No. 9 and Water Treatment Plant HSP No. 3 in 2029 ($199,000). 4. Increased Capital Building Maintenance Program in 2030 (from $27,000 to $270,000). Strategic Priorities: o Resident Economic Stability Targeted Redevelopment Enhanced Community Image o Inclusive Community Engagement o Safe, Secure, and Stable Community o Key Transportation Investments Mission: Ensuring an attractive, clean, safe, inclusive comnuuzity that enhances the quality of I/fe for all people and preserves the public trust 0 K CENTER AT THE ICENTER / I / To: Mayor Willson and Councilmembers Butler, Graves, Lawrence-Anderson, and Ryan From: Cornelius L. Boganey, City Manager Bate: December 4, 2017 RE: 2018 Final Budget Adoption It is my pleasure to transmit the 2018 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 cooperation 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 expectations that this budget will succeed in its purpose to wisely manage our resources and implement policy for the benefit of an even greater community. Budget Overview The proposed 2018 budget, in financial terms, sets forth the action plan of the City. The priorities for staff, infrastructure improvement and service 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 2017. The expenditure levels are focused on maintaining current services and on the achievement of the strategic priorities of Resident Economic Stability, Targeted Redevelopment, Enhanced community Image, Inclusive Community Engagement, Safe Secure Stable Community and Key Transportation Investments and key outcomes adopted by the City Council. The overall General Fund budget increase is 4.39% and the overall tax levy increase is 5.63% The property tax levy increase is, in large part, a result of a new debt service levy dedicated for the repayment of a 2017 bond issue used to finance neighborhood infrastructure reconstruction improvements. The Median Value Residential Property in the City is $167,000 compared to the prior year value of $150,000, which is an increase in market value of 11.3%. The Median Value Residential Property will pay approximately $991 in City and Housing and Redevelopment Authority property taxes in 2018 compared to $908 in 2017, which is an increase of $83. City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, MN 55430-2199 (763)569-3300 wvi.cityoOrooklyncenteiorg The 2018 Budget incorporates the following significant items: o Issuance of $10.3 million of debt to finance capital improvements including the street, water, and storm sewer portions of the infrastructure improvement project for Firehouse Park Area Reconstruction and Water Tower No. 2 Reconditioning. This debt issue provides the needed funding for the continuation of our street and utilities neighborhood reconstruction program. Establishment of a Communications and Engagement division, including funding allocated to branding and marketing efforts, website re-design and community engagement initiatives. • Reorganization of the Business & Development and Business & Community Standards departments into a Community Development department. This new department will be led by a Community Development Director who will also oversee the economic development activities of the City. o The creation of a full-time business assistance specialist position that will provide the necessary assistance to current, start-up and relocating businesses. The position will also work to identify workforce opportunities for current Brooklyn Center residents. o The addition of a recreation program supervisor to oversee Community Center operations including aquatics and fitness programs. o Purchase of a training simulator for police officers that will allow officers to receive scenario style decision-based training. The simulator will be continually updated for new scenarios based on targeted situational training needs and current events. The budget includes funding for 2040 Comprehensive Plan updates, including public feedback sessions, that will serve as the master planning document of future land-use within the City. o Funding for the transition of the BrookLynk youth internship program from the Brooklyn Bridge Alliance to city operations (Brooklyn Center/Brooklyn Park) and continued support and involvement with the Alliance in efforts related to youth programming statistical tracking, strategy, access, outreach, and program quality. o Planned infrastructure improvements that include; Brooklyn Boulevard Corridor (49th1 Avenue to Bass Lake Road), Firehouse Park Area Neighborhood Reconstruction Project, Beilvue Avenue mill and overlay, and Water Tower 42 reconditioning. o An appropriated General Fund contingency of $125,000 available for unanticipated expenditures. The Proposed 2018 Levies On December 4, 2017, the City Council will vote to adopt the 2018 budget and property 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 $ 15,904,823 General Fund - Abatement for Economic Development 59,000 Debt Service - Public Improvement Bond 1.142,127 Total Levy S 17,105,950 Housing and Redevelopment Authority $ 345,978 The General Fund is the primary operating fund for government business of the City. The proposed General Fund Budget is as follows: The Proposed 2018 General Fund Budget Revenues Property Tax (net)$ 15,879,417 Excess Tax Increment 360,000 Lodging Tax 1,100,000 Licenses and Permits 776,625 Intergovernmental Revenue 1,594,819 Charges for Service 922,500 Fines and Forfeits 231,500 Other Revenue 481,175 Total General Fund Revenue $ 21,346,036 Expenses General Government $ 3,288,525 Building and Grounds 866,117 Police 8,661,099 Fire and Emergency Preparedness 1,416,329 Community Development 1,411,508 Public Works 3,914,319 Community Activities, Recreation & Services 1,729,949 Other Services 709,500 Risk Management 234,219 Central Supplies and Services 347,625 Vacancy/Turnover Savings (350,000) Reimbursement from Other Funds (1,083,154) Transfers Out 200,000 Total General Fund Expenditures $ 21,346,036 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. 3 This 2018 business plan focuses on the Council adopted 20182020 Strategic Priorities of o Resident Economic Stability o Targeted Redevelopment o Enhanced Community Image o Inclusive Community Engagement o Safe, Secure, and Stable Community o Key Transportation 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 2018 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. o 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 increase opportunities for all residents. o We will work with State Agencies and Hennepin County to identify economic assistance programs that promote private investments into industrial and commercial developments/redevelopments/renovations that stimulate the creation of new living wage employment opportunities. o Resident Empowerment Collaborative We will facilitate the creation of/or become an active partner in an existing collaborative focused on developing skilled employment opportunities for underserved Brooklyn Center Residents. Entrepreneur Support We will develop a program to support existing local and startup businesses. The program will identify service gaps for local entrepreneurs, develop solutions, and identify resources, and reduce/eliminate local government barriers to local business success. 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. 57th and Logan Redevelopment Initiatives for 2018 include the development of an Economic Principle Plan which examines potential programs for economic assistance, consideration or potential residential and commercial developers/business users; negotiation framework for the development of letters of intent/purchase agreements. Master Development Planning which will identify planning issues and considerations, market strengths and development opportunities; provide development options illustrating housing types and land uses; facilitate review of comparable development projects and potential developers; and guide preparation of a master development plan that conforms to the City's vision and Economic Principle Plan. Opportunity Site Redevelopment Initiatives for 2018 include the development of an Economic Principle Plan which will establish economic assistance parameters; economic feasibility factors; reviews of architectural concepts and conceptual designs to assure consistency with the City's vision; confirmation of development parameters relating to infrastructure improvements; Tax Increment Rules and Regulations; and use of Pay-As-You-Go financing. Master Development Planning will identify planning issues and considerations; market strengths and development opportunities; provide development options illustrating housing types and land uses; facilitate review of comparable development options illustrating housing types and land uses; provide comparisons of development projects and potential developers; and guide preparation of a master development plan that conforms to the City's vision and Economic Principle Plan. Jerry's Food Site Initiatives for 2018 include the development of an Economic Principle Plan which identifies market land value for potential sales of the lot; identification of potential economic assistance programs; consideration to establishing a PUD zoning classification with potential development parameters and land uses. Master Development Planning will identify planning issues and considerations; consider market strengths and development opportunities; retain professional assistance to illustrate development features and qualities that are consistent with the City's vision for the redevelopment of the site; provide assistance to the landowner in identifying perspective developers and/or businesses to achieve redevelopment of the site. 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 and monitor and inspect vacant properties in accordance with city code requirements. We will continue code enforcement activities with proactive inspection on resolving ongoing and repeat violations. Provide Effective Communications and Public Education about Neighborhood and Community Initiatives We will develop or revise educational materials for programs and projects and review and improve letters and notices. Engage the Media We will engage the media, including social media to highlight stories that spotlight police efforts that target crime reduction and citizen engagement. This effort may include allowing better and more frequent access to police personnel and activities. o 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. Systemwide Development and Operations We will work with all departments and at all levels of the organization in a systematic manner on key administrative operations including: branding, recruitment and hiring, technology planning, communication, employee evaluations, and electronic council affairs. Through coordination of communication, training and development of efforts with frontline staff, supervisors, and department management communication will be consistent throughout the organization. We will have a shared understanding and unified action on key strategic directives throughout the entire organization. o 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, and new golfers and fling golf. 6 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 92% repeat corporate clients at the EBHC, by reviewing feedback from event evaluations and growing our creative teams to foster innovations and enhancements to our customer experience. We will begin the process of assessing our options for municipally operated liquor stores, through a market analysis study. Our lease on Store 41 is set to expire in two years. The study will help determine our current effectiveness in the market and how we can best position our stores for future success. We will promote the use of the City's utility payment acceptance software (Invoice Cloud) that allows flexible payment methods for utility customers. Additionally, we will migrate the remaining electronic bank payment customers (ACH) to the Invoice Cloud software (eliminating repetitive systems). 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, nonprofit, and for-profit sectors. Efforts to engage the community will be transparent, responsive, deliberately inclusive, and culturally sensitive. o 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 and implement a racial equity strategy. The long term goal is to establish an organizational culture that promotes participation, engagement and creativity for employees while developing an intimate understanding of and appreciation of our diverse customers/citizens. Our goal is to improve our ability to serve and encourage community ownership and public trust. Brooklyn Bridge Alliance for Youth Support The 2018 budget continues support for the priorities of Brooklyn Bridge Alliance for Youth. We will also be actively involved in the transition of the Brooklynk Youth Internship program as it moves from the Alliance to City (Brooklyn Center, Brooklyn Park) operation. We will also be actively involved in the Alliance work group efforts related to strategy, data, access & outreach and program quality. Increase Opportunities to Engage the Community We will engage the community in nonenforcement, positive and informative ways, including, but not limited to, events such as: coffee/ice cream with a cop, Multi-cultural Advisory Committee (MAC) meetings, Safe Summer Nights events and neighborhood area meetings. Expand our youth outreach activities to build on our already existing open gym activities, Safety Academy, "Cop Talks" at elementary schools and continued participation with Junior Achievement programs. General Community Outreach We will continue the operation of the new water treatment plant. This new community asset must include a component of open and valuable community participation, outreach and education. Safe, Secure, and Stable community For residents and visitors to fully appreciate and enjoy a great quality of life, it is essential that all neighborhoods are safe, secure, and stable. We are committed to assuring compliance with neighborhood conditions and building safety standards, providing proactive and responsive public safety protection, wise stewardship of City resources and policies that promote safety, security, and a lasting stable environment. Safety Increase the opportunities for firefighters to obtain training to enhance their skills. This will be achieved by offering the ability to attend conferences, symposiums and regional training Increase the safety of the community by offering Home Safety Surveys, Hands Only CPR and installation of Smoke and Carbon Monoxide Detectors. Visit all elementary schools during Fire Prevention Week and educate approximately 1,250 school aged children on fire safety. Continue fire safety education for older adults. Recruit eight additional fire fighters to bring department to full strength. Enhance the image of the conmiunity by improving the perception of safety within the community; engage troubled youth with alternatives to court interventions by means of diversion services to improve outcomes; and engage all youth with positive and constructive contacts with police. Maintain a team of officers with a sergeant, whose primary focus is dedicated to constantly monitor criminal activity and address in a proactive manner. This team's primary focus will be the commercial districts, including Shingle Creek Crossing and area hotels/motels. Work to identify youth who have been exposed to domestic violence with in their home in addition to potential sex trafficking victims. Provide resources available to the victim such as Cornerstone advocacy services. Fully integrate body worn cameras alongside our existing squad camera systems to create an enhanced environment of transparency and increased investigative effectiveness. Ensure all Buildings are Designed, Constructed and Maintained in a Safe and Sound Condition We will work with developers, architects, business owners and property owners to ensure building plans indicate compliance with all residential and commercial construction codes. We will develop a system for delivering welcome and introductory information to remodeled or constructed businesses that can also be used for business retention strategies. Key Transportation 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. o 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. Brooklyn Boulevard Corridor and TH 252 We will solidify the funding partnership for the Brooklyn Boulevard Corridor Phase I (49th Avenue to Bass Lake Road) and Phase II (Bass Lake Road to 1-94). 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). o Critical Infrastructure Improvements We will implement the year of the street and utility construction program by providing the needed capital improvements, which increase value of the public infrastructure and provide a catalyst towards other infrastructure improvements and value throughout neighborhoods citywide. 9 General Fund Revenue Summary Other taxes 7% Licenses & Inter- Charges for Fines & permits governmental services forfeitures 4%\ 8% 4% - er revenue 2% Property taxes 74% The 2018 General Fund budgeted revenues total $21,346,036, which is an increase of $898,026 (4.39%) from 2017. Property tax revenue represents 74 percent of the General Fund budget. The majority of the revenue increase is a result of increases in the general tax levy of $618,877, intergovernmental revenues of $164,566, charges for services of $88,405 and lodging tax revenues of $50,000. These increases were partially offset by budgeted revenue reductions in court fines of $31,000 and special assessment revenue of $30,000. General Fund Expense Summary Fire 70% rur 41% Community Public works Community development %Activities, Recreation &7% 1 ,8 Services Non- artmental 0% General g overnment 19% The 2018 General Fund budgeted expenditures total $21,346,036, which is an increase of $898,026 (4.39%) from 2017. The 2018 Budget shows 41 percent of the General Fund expenditures are for Police ($8,661,099). The remaining significant amounts include 19 percent for General Government ($4,154,642), 18 percent for Public Works ($3,914,319) and 8 percent for Community Activities, Recreation and Services ($1,729,949). 10 The 2018 General Fund Budget incorporates the following significant items: Personnel. Salaries and benefits represent 70 percent of the General fund expenditure budget. Personnel includes: • A two percent increase in employee base wages, resulting in an annual cost of $180,200. • A six percent increase in the employer provided monthly cafeteria contributions (insurance) for full-time employees. • Addition of a recreation program supervisor that will be assigned to the community center. The estimated annual cost of this position is $86,500. • Addition of a business assistance specialist in Community Development, resulting in an increase of $113,700. • Last year's budget reflected a $100,000 allocation in contractual services for communications and community engagement. The City utilized a portion of these funds by hiring a full-time position in 2017 that is now reflected in the 2018 personnel budget. The full cost of this position is budgeted at $86,500. • An increase in police contracted services overtime of $80,000 to reflect a security contract with Walmart. The cost is 100% reimbursed by Walmart and is reflected in contractual services revenue. • Increase in the estimated vacancy/turnover savings by $120,000 to a total amount of $350,000. This amount reflects a budgeted expenditure reduction for open positions throughout the year. • Establishment of a Community and Engagement division which includes $20,000 for a communications media specialist for branding and marketing initiatives and $18,000 for a full website redesign. o Allocation of $50,000 for the BrookLynk youth internship program that will be jointly operated with Brooklyn Park. o Purchase of a situational training simulator for training of our police officers that will continue to introduce our officers to a variety of scenarios they may encounter. The cost of the simulator is $27,000 and will continually be updated with new scenarios. o Allocation of $20,000 in Planning and Zoning for 2040 Comprehensive Plan updates. Purchase and installation of new City street banners on the main roadways for $28,150. o Increase of $40,700 in elections for the 2018 election year. o A $125,000 General Fund contingency for unanticipated expenditures that may arise during the year. Taxable Market Value I i Commercial $299,718,000 My $312,846,800 4.2% Industrial 122,847,400 133,666,600 8.8% Residential 1,041,016,915 1,186,339,754 14.0% Apartment 213,457,800 235,949,040 10.5% Other 456,000 469,000 2.9% Totals $1,677,496,115 $1,869,271,194 11.4% 11 The City's taxable market value is estimated at $1,869,271,194, which is an increase of $191,775,079 (11.4%) from last year. For the 4th consecutive year the taxable market value increase is driven by increases in residential (14.0%) and apartment (10.5%). Tax Capacity Tax Capacity - Payable 2017 Tax Capacity - Payable 2018 Other Other ., Apartment Apartment 12.0% 12.0% Commercial Commercial Residential 27.6% 26.2% Residential48.9% 50.5% $ Industrial - Industrial 11.4% 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 1.6 percent more or the total City property taxes, which is offset by a decrease in the proportion paid by commercial/industrial. Residential represents 50.5% of the City's tax capacity. The total tax capacity of the City is estimated at $23,500,527 compared to $21,409,333 in 2017, which is an increase of $2,091,194 (9.8%). Property Tax Implications• - $170,000 .$1,100 $160,000 $1,000 i.i--:::::: $900 $800 $600$110,000 2012 2013 2014 2015 j 2016 2017 2018 Annual City Taxes $715 $674 $661 $755 1 $862 $908 $991 Estimated Market Value 5133 800 $119 800 $114 200 $131 400 $142 100 $150 000 $167,000 12 The median value home last year had an estimated market value of $150,000 and a taxable market value of $126,260. The price of that median value home went from $150,000 to $167,000 with a taxable market value of $144,790. As a result of the market value increase, the City (including HRA) property tax will increase by an estimated $83 from $908 to $991. The chart shown above provides information on the median value home and City property taxes paid since 2012. The red bar and amounts on the left axis represent the median value home. In 2012, that value was $133,800 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 2012 the median value home paid $715 in City property tax, similar to the market value, we saw steady decline in City property taxes leading up to the last four valuations. Breakdown of Property Taxes Other Taxing Metro Taxing Districts City of Districts __3% Brooklyn Center 38% School Districts 32% pin County 25% *B ase d on a Residential Property in School District 4279 City taxes account for 38 percent of property taxes paid by homeowners living in Brooklyn Center (based on the preliminary 2018 property tax levies). The remainder is comprised of taxes for the School District of 32 percent 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 property tax implications. 13 2018 Cost of General Fund - Median Value Home Technology Golf Course, Improvements,Other,Community $6 \f Recreation, Public Work $178 Corn mu n it Develo pm er $64 Emergency Preparedness, $64 Police, $394 The chart shown above provides a cost breakdown of the property taxes paid by the median value home (excludes Housing & 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 2018, the typical homeowner will pay approximately $394 for police, $178 for public works, $140 for general government, $79 for community recreation, $63 for fire and emergency preparedness and $64 for community development activities. 2018 Capital Projects & Equipment Replacement Brooklyn Boulevard Corridor Project (49th Ave. to Bass Lk Rd)$ 14,600,00* Firehouse Park Area Neighborhood Reconstruction Project 12,600,000 Beilvue Area Mill and Overlay 1,540,000 Water Tower #2 - Reconditioning 1,400,000 51st Avenue Improvements (at Brooklyn Blvd)600,000 Lift Station No. 2 Rehabilitation 355,000 Storm Water Pond Rehabilitation 270,000 Bridge Rehab (Four Bridges)226,000 Earle Brown/Opportunity Area Street Lights (Ornamental Nodes)225,000 Well 46 and #8 Rehabilitation 205,000 Capital Maintenance Building Program 2016 184,000 Centennial Park Tennis Courts Resurfacing, Basketball Court Project 129,000 County Road 10 Crosswalk Replacement 125.000 Totals $32,459,000 *A n ti c ip a t e d outside fund of $11,251,000 (Federal/Hennepin County) and a City share of $3,349,000. $43 General r'—iernment, $140 14 The Capital Improvement Plan (CIP) is a planning document that presents a fifteen-year overview of scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a long-term financing plan that allows the City to allocate funds for these projects based on assigned priorities. The City has a total of $32.5 million in improvements budgeted for 2018, including the Brooklyn Boulevard Corridor Project, Firehouse Park Area Neighborhood Reconstruction, Bellvue Avenue mill and overlay, and Water Tower 42 reconditioning. 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 2018, the City is scheduled to replace $1,233,500 in vehicles and equipment including two public works Sterling tandem dump trucks and replacement of six police vehicles. The detailed listing of equipment scheduled for replacement in 2018 and 2019 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 $470,000 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. 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, 15 development, preparing, equipment servicing, and serving of food and beverage for events at Earle Brown Heritage Center. The EBHC has a management agreement with Flik International to provide food and beverage services for its facilities. The EBHC is also responsible for the maintenance of buildings and grounds of the commercial office spaces for two tenants. 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 does not include any rate changes for the Water Utility which consists of base and consumption charges. The City currently has a quarterly base charge of $14.64 per residential and commercial irrigation meter. In addition to this base charge, the City charges a consumption charge of $2.44 per 1,000 gallons (up to 30,000 gallons per quarter). Multi-family, commercial and industrial properties currently pay a quarterly base charge depending on the size of the meter and a consumption rate of $3.04 per 1,000 gallons. The amount billed at any particular property depends on the size of the meter connection and the amount of water consumed. The water charge for the quarterly utility bill for a household using 18,000 gallons of water (considered the typical residential user) is estimated to be $58.56 per quarter. 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. The budget does not include any rate changes for the Sanitary Sewer Utility. The City currently charges a quarterly base charge of $82.42. Rates are predominantly driven by the replacement cost of sanitary sewer infrastructure related to the neighborhood reconstruction projects and changes to the rates the Metropolitan Council charges the City. 16 1??s- _0 pA Storm Sewer Fund The City provides for the collection and management of storm water throughout the City in compliance with 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. The budget includes a two percent increase in Storm Sewer fees. The City currently charges a residential customer $14.48 per quarter in 2017, which will increase to $14.77 in 2018 (an increase of $0.29 per quarter). The last rate adjustment in Storm Sewer fees occurred in 2010. Rate Comparison (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 rates shown in the following table are for the comparison cities are their 2017 rates. At the time this chart was compiled their 2018 rates were unknown. The rates were used to calculate the typical residential quarterly bill. The results of that comparison show Brooklyn Center remains near the bottom. The City's 2018 bill for these services of $155.75 compares favorably to average of $179.84. $300.00 2017 Quarterlytotal Water, Sewer, and Storm Utility Bill (18,000 gallons) $259.48 $250.00 $200.00 $155.46 $150.00 $113.75 $100.00 $50.00 *White Bear Lake does not operate a storm water utility 17 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 fee for residential is $6.55 per quarter. 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, biennial curbside pickup of large and bulky items, the use of a yard waste and tree branch drop off site, and proper waste management and special material education and services. The City currently charges a quarterly base charge of $11.98, which will remain unchanged for 2018. Housing and Redevelopment Authority The Housing and Redevelopment Authority (HRA) levy for 2018 is $345,978, which is an increase of $16,899 from 2017. State law authorizes the HRA to establish an operating levy of up to 0.0 185% 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 the primary source of funding for EDA activities. 18 Member introduced the following resolution and moved its adoption: RESOLUTION NO RESOLUTION APPROVING FINAL TAX CAPACITY LEVIES FOR THE GENERAL FUND AND DEBT SERVICE FUNDS AND A MARKET VALUE TAX LEVY FOR THE HOUSING AND REDEVELOPMENT AUTHORITY FOR PROPERTY TAXES PAYABLE IN 2018 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, 2017, 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 Capacity Based General Operations Levy Tax Abatement Levy Subtotal Tax Capacity Levies Debt Service - Tax Capacity Based Public Improvement Bond Levy Total City Levy Housing and Redevelopment Authority - Market Value Based HRA Tax Levy December 4, 2017 Date Mayor $15,904,823 59,000 $15,963,823 $1,142,127 $17,105,950 ATTEST: 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 2018 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 2018. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that revenues and appropriations authorized for 2018 shall be: General Fund Revenues and Other Sources Property Taxes $15,879,417 Excess Tax Increment 360,000 Lodging Tax (Gross Receipts)1,100,000 Licenses and Permits 776,625 Local Government Aid 884,454 Other Intergovernmental Revenues 710,365 Charges for Services 922,500 Fines and Forfeits 231,500 Miscellaneous Revenue 231,175 Special Assessments 100,000 Other Financing Sources 150.000 Total General Fund Revenues $ 2L346.036 Appropriations and Other Uses General Government $ 3,268,525 General Government Buildings 886,117 Police 8,661,099 Fire & Emergency Preparedness 1,416,329 Community Development 1,411,508 Public Works 3,914,319 Community Activities, Recreation & Services 1,729,949 Convention and Tourism 522,500 Joint Powers 187,000 Risk Management 234,219 Central Services and Supplies 347,625 Vacancy and Turnover Savings (350,000) Reimbursement from Other Funds (1,083,154) Transfer Out-Miscellaneous 200.000 Total General Fund Appropriations $ 21346.036 Special Revenue Funds Revenues and Other Sources Economic Development Authority $ 358,657 Housing and Redevelopment Authority 345,978 Community Development Block Grant 150,000 Police Forfeitures 14,090 TIF District 42 26,328 TIF District 43 4,350,788 TIF District 44 309,542 TIF District 45 548,778 City Initiatives Grant Fund 269,620 Total Special Revenue Funds $ 6373.781 Appropriations and Other Uses Economic Development Authority $ 385,503 Housing and Redevelopment Authority 345,978 Community Development Block Grant 150,000 Police Forfeitures 13,000 TIF District 42 1,720,000 TIF District 43 3,095,083 TIF District 44 257,990 TIF District 45 489,745 City Initiatives Grant Fund 272,042 Total Special Revenue Funds $ 6.729.341 Debt Service Funds Revenues and Other Sources 2008A GO TIF Bonds $129,813 2013A GO TIF Bonds 430,888 2013B GO Improvement Bonds 614,062 2015A GO Improvement Bonds 402,635 2015B GO TIF Bonds 1,738,250 2016A GO Improvement Bonds 213,948 2016B GO TIF Bonds 48,325 2016C GO TIF Bonds 304,658 2017A GO Improvement Bonds 409,852 Total Debt Service Funds $ 4.292.431 Appropriations and other Uses 2008A GO TIF Bonds $129,813 2013A GO Improvement Bonds 430,888 2013B GO Improvement Bonds 606,100 2015A GO Improvement Bonds 390,335 2015B GO TIF Bonds 1,738,250 2016A GO Improvement Bonds 191,350 2016B GO TIF Bonds 48,325 2016C GO TIF Bonds 304,658 2017A GO Improvement Bonds 123,780 Total Debt Service Funds $1963.499 Capital Project Funds Revenues and Other Sources Capital Improvements Fund $ 12,626,400 Municipal State Aid (MSA) Fund 1,097,402 Capital Reserve Emergency 11,292 Special Assessments Construction Fund 3,339,803 Street Reconstruction Fund 3,530,991 Earle Brown Heritage Center Capital Fund 359,321 Technology Fund 142,486 Total Capital Project Funds 5 21.1 07.695 Appropriations and Other Uses Capital Improvements Fund $ 14,913,000 Municipal State Aid (MSA) Fund 965,000 Capital Reserve Emergency - Special Assessments Construction Fund 2,403,121 Street Reconstruction Fund 4,966,000 Earle Brown Heritage Center Capital Fund 390,925 Technology Fund 281,500 Total Capital Project Funds 5 21919,546 Enterprise Funds Revenues and Other Sources Brooklyn Center Liquor $ 6,421,412 Centerbrook Golf Course 311,250 Earle Brown Heritage Center 5,010,206 Total Enterprise Funds 51L742.868 Appropriations and Other Uses Brooklyn Center Liquor $ 6,375,612 Centerbrook Golf Course 300,908 Earle Brown Heritage Center 5,532,843 Total Enterprise Funds 512.209.363 Public Utility Funds Revenues and Other Sources Water Fund $ 7,240,798 Sewer Fund 4,380,096 Storm Sewer Fund 3,522,898 Street Lighting Fund 457,136 Recycling Fund 394,699 Total Public Utility Funds 5 15.995.627 Appropriations and Other Uses Water Fund $ 8,783,678 Sewer Fund 7,461,882 Storm Sewer Fund 4,735,677 Street Lighting Fund 714,713 Recycling Fund 394,198 Total Public Utility Funds 5 22.090.148 Internal Service Funds Revenues and Other Sources Central Garage Fund $ 1,859,824 Total Internal Service Funds $ 1.859.825 Appropriations and Other Uses Central Garage Fund (w/ Depreciation) $ 3,380,840 Total Internal Service Funds $ 3.380.840 December 4, 2017 Date Mayor ATTEST: 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 APPROVING THE 2018-2032 CAPITAL IMPROVEMENT PLAN AND ADOPTING THE 2018 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 2018-2032 Capital Improvement Plan together with the Financial Commission on July 17, 2017; 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 2018-2032 Capital Improvement Plan: and WHERAS, the City Council of the City of Brooklyn Center authorizes the 2018 Program be included in the 2018 Annual City Budget. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that the 2018-2032 Capital Improvement Plan as set forth in Exhibit A to this Resolution be and hereby is adopted. December 4, 201 Date Mayor ATTEST: 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. City of Brooklyn Center iji:i C AP IT AL Jia u si iI I Ii PROGRAM The 2018-32 Capital Improvement Plan (CIP) is a planning document that presents a fifteen-year overview of scheduled capital projects to address the City's goals for maintaining public infrastructure. The CIP includes a long-term financing plan that allows the City to allocate funds for these projects based on assigned priorities. The fifteen-year horizon of the CIP provides the City with an opportunity to evaluate project priorities annually and to adjust the timing, scope and cost of projects as new information becomes available. The information contained in this plan represents an estimate of improvement costs based on present knowledge and expected conditions. Changes in community priorities, infrastructure condition and inflation rates require that adjustments be made on a routine basis. A capital improvement is defined as a major non-recurring expenditure related to the City's physical facilities and grounds. The 2018-2032 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 ClIP 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. The CIP proposes capital expenditures totaling approximately $201.6 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 noted earlier, street improvements are often accompanied by replacement of public utilities. Park Improvements Park improvements include the construction of trails, shelters, playground equipment, athletic field lighting and other facilities that enhance general park appearance and increase park usage by providing recreational facilities that meet community needs. 2018-2032 Capital Improvement Program P a g e j 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. *IJ:Tn,IflYjrsiii Capital expenditures by funding source for the fifteen-year period are shown in Table 1 and Figure I. Major funding sources are described below. Public Utility Funds Customers are billed for services provided by the City's water, sanitary sewer, storm sewer and street lighting public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates the needs of each public utility system and establishes rates for each system to meet those needs. 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 2017 to supplement this fund and is expected to again be issued in future 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 2018 is estimated to be $1,080,000 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 fund 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 funding, watershed funding, federal and state funding and county funding as determined on a project by project basis. Typically the City Council has directed these funds towards municipal facilities such as parks, trails, public buildings and other general purpose needs. 2018-2032 Capital Improvement Program P a g e 1 2 TABLE 1. 2018-2032 Capital Improvement Plan Summary by Funding Source Total Funding Need 15-yr Average Annual Funding Need Percent of Total Need Water Utility $24,463,000 $1,630,867 12% Sanitary Sewer Utility $18,372,000 $1,224,800 9% Storm Drainage Utility $19,760,000 $1,317,333 10% Street Lighting Utility $2,215,000 $147,667 1% Municipal State Aid $10,460,000 $697,333 5% Street Reconstruction Fund $34,353,000 $2,290,200 17% Capital Projects Fund $70,685,000 $4,712,333 35% Special Assessment Collections $21,340,000 $1,422,667 11% TOTAL $201,648,000 $134432001 100% FIGURE 1. 2018-2032 Capital Improvement Plan - Overview of Project and Funding Sources Cllt mpmrne Pin by Funcomg Somme Special Assessments, 11°/ 12iqq anftary Sewer,90/ -Storm Drainage, Projects, 10% 35% Street Street Reconstruction, \...Light, 1% 17.0% MSA, 5.0% 2018-2032 Capital Improvement Program P a g e .)OO!i UhI" 4 = H CP PROJECTAREAS 2018-2025 Legend Reconstruction Projects Firehouse Park Area -2018 EEGENED51st Ave (at Brooklyn Bled) -2018 Interstate Area -2019 Humbotdt (53rd to 57th) -2019 Grandview Area -2020 cLogan/Lilac/59th Area -2020 Ryan Lake Industrial Park Area - 2021 Woodbine Area -2022 CLT53rd Ave -2023 50th Ave (France to Drew) - 2023 CLiD0rchard Lane East Area -2024 tyOt BROOKLYN CENTER Full Depth Pavement Replacement Projects Lyndale Ave -2021 51St Ave (West of France) -2023 •I Knox, James and 54th Area - 2023 Humboldt Ave - 2024 U Orchard Lane West Area - 2025 53rd and Xerxes Area - 2025 Mill and Overlay Projects • • Southeast Area -2019 Belivue Area -2018 Northwest Area -2021 Completed Construction (91.4 Miles - 86.6% since 1993) November 2017 CP PROJECT AREAS 2026-2032 Mill and Overlay Projects • • 67th and James Area -2026 o • . 73rd Ave (Humboldt to Camden) - 2027 Garden City Central Area -2028 Garden City North Area - 2029 • Garden City South - 2030 • Southwest Area -2031 I Full Depth Pavement Replacement Projects- Meadowlark Gardens Area - 2026 .I Earle Brown Drive - 2027 Completed Construction (91.4 Miles - 86.6% since 1993) X^^,N November 2017 (C) CD cn CDC) CD11-C00. co 0-> CC) 0 B 0 0) o0)CoCD 0DC 0) B-o z E3 CDCOBBCDcr N)B N) 0) 0 01 N)00)N) DC 0 CD CC)-,0 U—), (0 aB -c Cl 5- 0)tO CD -o z o -(0 CD o -o E.a 'I 3-,, (0 (0 DC(fl=CD()( a)CD o8Bpo B C)0C')Cl 0 (I, 0 0) 169 e04 EA() p c 0 0 000069CDCD69000000000V14cnss00 CD) p p 00 tn 69 to 69 to 69 CD)CD 00000000000 0p pp COO 0 000A0000CDaCDC)C)CD C)CD CD)__N) C')N)-0) !') -PP 0) 0 0 000CDCD0DACD)CDD A 000000000000 bz(0 -p pp 0 00069(/)CD)000000000000 CC) 0)0 EA0)-10)00 K)9)C)N)pp000000CCACC00CCftCCD000000000000 C')-'p ppto 0 0000toCD)CC)169000000000CD)169 CC)00 tn 469 1-9 N)o)PP -1010) 00 00000CC/I CC)CC!)0000000000000 CD)CD) \)CD)CC)CC)-E) CC/I-' - - -0)N.)-CD)J Co0)p-1-10)pp-)01 0)0)N)N)0)01 oC5 0 00000 00000000000000000000 2.B-' 5 a ag P 0) CU CD $ _11)0=r CD N)CD c1)Ijo 0.DCoco N.)o DC DC9)CCD COBSBB9") CO 0)-a a (Cl -a CD 0) to 00 00-- CD ow - U------- - CC/ICC) DC ) -'CD U.0)0)0-- 0)0 BP PPPCD CD.00 CD0)CC/I 0)0)0)000000 CDjooOO 000000 CO CD 5j CDI CC/C?30-'0)00 Co pp N) 0.0 -00)0)0)0)0)0)0)0)0000 C.00 0 0 0 0 0 0 0 0-1 0. 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2018 ...............................................................................................14 Bellvue Area Mill and Overlay -2018 ......................................................................................................15 51st Avenue Improvements (at Brooklyn Boulevard) - 2018.....................................................................16 Interstate Area Improvements - 2019 ........................................................................................................17 Southeast Area Mill and Overlay - 2019 ...................................................................................................18 Humboldt Avenue (County Road 57) Reconstruction (53 rd to 57th Avenues) - 2019................................19 Grandview Park Area Improvements - 2020 .............................................................................................20 Logan, Lilac and 59th Avenues Reconstruction - 2020..............................................................................21 Ryan Lake Industrial Park Area Improvements - 2021 .............................................................................22 Northwest Area Mill and Overlay - 2021 ..................................................................................................23 Lyndale Avenue Improvements - 2021 .....................................................................................................24 Woodbine Area Improvements - 2022.......................................................................................................25 53rd Avenue Improvements (Penn Avenue to Lyndale Avenue) - 2023....................................................26 50th Avenue Improvements (France Avenue to Drew Avenue) - 2023 .....................................................27 51st Avenue Improvements (West of France Avenue) - 2023 ...................................................................28 Knox, James and 54th Avenues Area Improvements - 2023......................................................................29 Orchard Lane East Improvements - 2024..................................................................................................30 Humboldt Avenue Improvements - 2024 ..................................................................................................31 Orchard Lane West Area Improvements - 2025 ........................................................................................32 53rd Avenue and Xerxes Avenue Improvements - 2025 ............................................................................33 Meadowlark Gardens Area Improvements - 2026.....................................................................................34 67" Avenue and James Avenue Mill and Overlay - 2026 .........................................................................35 68th Avenue and Lee Avenue Mill and Overlay - 2026.............................................................................36 John Martin Drive Mill and Overlay - 2026..............................................................................................37 St. Alphonsus Area Mill and Overlay - 2026 ............................................................................................38 Earle Brown Drive Area Improvements - 2027.........................................................................................39 66th Avenue and Camden Avenue Mill and Overlay - 2027......................................................................40 73rd Avenue Mill and Overlay (Humboldt Avenue to Camden Avenue) - 2027.......................................41 Garden City Central Area Mill and Overlay - 2028 ..................................................................................42 Garden City North Area Mill and Overlay - 2029.....................................................................................43 Project Summaries P age 110 2017-2031 Capital Improvement Program Garden City South Area Mill and Overlay - 2030.....................................................................................44 Southwest Area Improvements - 2031.......................................................................................................45 Happy Hollow Area Improvements - 2032................................................................................................46 Water Main and Sanitary Sewer Improvements ............................................................................................47 WaterTower No. 2 Painting - 2018 .......................................................................................................47 Lift Station No.2 Rehabilitation -2018 .................................................................................................47 WellNos. 6 and 8 Rehabilitation -2018 ................................................................................................47 Lift Station No. 9 Force Main Replacement - 2019...............................................................................47 Well Nos. 2 and 3 Rehabilitation - 2019................................................................................................47 WaterTower No. 1 Painting - 2020 .......................................................................................................47 WellNo. 5 Rehabilitation - 2020 ...........................................................................................................47 Well No. 10 and High Service Pump (HSP) Rehabilitation (BW) - 2021 .............................................47 Well No. 7 and Water Treatment Plant HSP No. 1 - 2022.....................................................................48 Well Nos. 4 and 9; Water Treatment Plant HSP No. 2 - 2023...............................................................48 Well Nos. 6 and 8; Water Treatment Plant HSP No. 3 - 2024...............................................................48 Lift Station Nos. 8 and 9 Rehabilitation - 2025 .....................................................................................48 Well No. 5 and Water Treatment Plant HSP (BW) - 2026 ....................................................................48 Well No. 10 and Water Treatment Plant HSP No. 1 - 2027...................................................................48 Lift Station Nos. 3 and 4 Rehabilitation - 2028 .....................................................................................48 Well No. 7 and Water Treatment Plant HSP No. 2 - 2028.....................................................................48 Lift Station Nos. 5 and 6 Rehabilitation - 2029 .....................................................................................48 Well Nos. 4 and 9; Water Treatment Plant HSP No. 3 - 2029...............................................................49 Sanitary Sewer Lining (Mississippi River Trunk North of 1-694 to 70th Avenue/Willow Lane) - 203049 Lift Station Nos. 7 and 10 Rehabilitation - 2030 ...................................................................................4 9 Well Nos. 6 and 8; Water Treatment Plant HSP No. 4 - 2030...............................................................49 Lift Station No. 1 Generator Replacement - 2031 .................................................................................49 Well Nos. 2 and 3; Water Treatment Plant HSP (BW) - 2031 ...............................................................49 Well No. 5 and Water Treatment Plant HSP No. 1 - 2032.....................................................................49 Street Light and Traffic Signal Improvements ..............................................................................................50 Earle Brown/Opportunity Area Street Light Replacement (Ornamental at Nodes) - 2018....................50 County Road 10 Crosswalk Replacement - 2018...................................................................................50 Traffic Signal System Rehabilitation (Shingle Creek Parkway/Summit Avenue) - 2021 .....................50 Traffic Signal System Rehabilitation (Shingle Creek Parkway/John Martin Drive) - 2021 ..................50 Traffic Signal System Rehabilitation (Shingle Creek Parkway/Brookdale Square) - 2025...................50 Brooklyn Boulevard (65th to Brooklyn Park Border) Street Light Replacement - 2032........................50 Project Summaries Page III 2018-2032 Capital Improvement Capital Maintenance Building Plan ........ .......................................................................................................51 Yearly Capital Maintenance Building Plan Projects..............................................................................51 Public Works Facility Fence and Gates- 2018 .......................................................................................51 StormWater Improvements ...........................................................................................................................51 StormWater Management Basins..........................................................................................................51 StormWater Pond 43 -001 - 2018...........................................................................................................51 StormWater Pond 53-001 -2018 ...........................................................................................................51 StormWater Pond 60 -002 - 2018...........................................................................................................51 StormWater Pond 60 -004 - 2018...........................................................................................................52 StormWater Pond 64 -002 - 2018...........................................................................................................52 StormWater Pond 12-001-2019 ............................................................................................................52 StormWater Pond 12-006 - 2019...........................................................................................................52 StormWater Pond 26 -006 - 2019...........................................................................................................52 StormWater Pond 35 -004 - 2019...........................................................................................................52 StormWater Pond 61-001 -2019 ...........................................................................................................52 StormWater Pond 40 -001 - 2020...........................................................................................................52 StormWater Pond 26 -004 - 2022...........................................................................................................53 StormWater Pond 35 -003 - 2022...........................................................................................................53 StormWater Pond 57-003 - 2022...........................................................................................................53 Storm Water Pond 48-001 - 2023...........................................................................................................53 StormWater Pond 17 -001 - 2025...........................................................................................................53 StormWater Pond 41 -001 - 2026...........................................................................................................53 StormWater Pond 41 -002 - 2026...........................................................................................................53 StormWater Pond 53 -001 - 2026...........................................................................................................53 StormWater Pond 11-001 - 2029...........................................................................................................54 Storm Water Pond 59-003 - 2029...........................................................................................................54 Storm Water Pond 60-003 - 2029...........................................................................................................54 StormWater Pond 63 -001 - 2029...........................................................................................................54 Storm Water Pond 63-002 - 2029...........................................................................................................54 Storm Water Pond 64-001 - 2029...........................................................................................................54 Storm Water Pond 57-004 - 2030...........................................................................................................54 Storm Water Pond 57-005 - 2030...........................................................................................................54 StormWater Pond 26-005 -2031 ...........................................................................................................55 Storm Water Pond 70-002 - 2031...........................................................................................................55 Connections at Shingle Creek Phase 2 - 2019........................................................................................55 Project Summaries Page 112 2018-2032 Capital Improvement 70th Avenue Storm Sewer Trunk Line Rehabilitation 2019................................................................55 61St Avenue and Perry Avenue Storm Sewer Improvement - 2021 ......................................................55 65th Avenue Trunk Storm Sewer Rehabilitation - 2021 ........................................................................55 Park and Trail Improvements.........................................................................................................................55 Centennial Park Tennis Courts Resurfacing, Basketball Court Project - 2018......................................55 Bridge Rehabilitation (4 Bridges) - 2018...............................................................................................55 Park Playground Equipment Replacement - 2019 through 2021 ..........................................................55 Brooklyn Boulevard City Entrance Signs Rehabilitation - 2020 ...........................................................56 West River Road, Arboretum, Freeway, Palmer Lake and Northport Trails Reconstruction 2022.....56 Evergreen Park Scoreboard Improvements - 2023.................................................................................56 Centennial Park Softball Field Improvements 2024............................................................................56 Park Name Sign Replacement - 2025.....................................................................................................56 Hockey Rink Rehabilitation/Replacements 2026 ................................................................................56 Irrigation Systems Rehabilitation/Replacements - 2026........................................................................56 Softball/Baseball Fence Replacement - 2027.........................................................................................56 Avenue Trail Reconstruction - 2027...............................................................................................57 691h Avenue Landscape Rehabilitation 2027 .......................................................................................57 Park Trail and Parking Lot Lighting Improvements 2028...................................................................57 Park Bleacher Replacement - 2031 ........................................................................................................57 ParkBleacher Replacement - 2032........................................................................................................57 Miscellaneous Projects and Improvements....................................................................................................58 Brooklyn Boulevard Corridor Project (49th Avenue to Bass Lake Road) - 2018...................................58 Miscellaneous Retaining Wall Replacements - 2020.............................................................................58 Brooklyn Boulevard Corridor Projects 8, 9 and 10 (Bass Lake Road to Interstate 94) - 2021 ..............58 TH 252166th Avenue Interchange and 70 th Avenue Pedestrian Overpass - 2021 ...................................58 Retaining Wall Replacements (Miscellaneous Locations) - 2029 .........................................................58 Project Summaries P age 113 2018-2032 Capital Improvement Street n nd Uilliy ]Irnpvmfl Firehouse Park Area ][mproverneriits 201 The Firehouse Park project area extends from 69th Avenue to Interstate 94 and from Humboldt Avenue to TH 252. Dupont Avenue and 65th Avenue are not included in the project area. The total project length is 21,456 feet. The neighborhood consists of approximately 305 single- family residential properties (RI) and 14 multi-family properties (R4 and R5). Streets 671th 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 generally 30-feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The - overall pavement condition rating is poor. Proposed street improvements - - -- consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 6-inch and 8-inch diameter CIP installed between 1961 and 1969. In 1974, a 16-inch diameter ductile iron water main was installed along 64th Avenue. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate 21 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 field 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 fair. The current project estimate includes complete replacement of the sanitary sewer pipes and access structures and CIPP lining of the sanitary sewer that follows the 5th Street easement between 66th Avenue and 67th 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 65thi Avenue, and then to the Mississippi River. Runoff from the portion of the project area north of 68th Avenue is conveyed to the trunk storm sewer line on 69th Avenue. The current project cost assumes reconstruction and expansion of the residential storm sewer system, but does not include replacement of the trunk storm sewer along 65 th and 69th 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 15 wood poles with 15 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Page 114 2018-2032 Capital Improvement Bellvne Area MiII and Overlay 2018 The Belivue project area extends from Dupont Avenue to 4th Street and 53rd Avenue to 55th Avenue. The project area also includes 55th Avenue from James Avenue to 0 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 Beilvue area was last reconstructed in 1998. The streets are generally 30-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 10 percent concrete replacement and a 2-inch mill and overlay. Water main Approximately 15 percent of the water main in the Belivue area was replaced with DIP in 1998 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch to 10-inch diameter CIP and 16-inch steel water main installed between 1964 and 1982. 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 10-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 trunk lines on 55th Avenue and then east to the Mississippi River. Approximately 75 percent of the storm sewer in this area was installed in 1998, including one of the trunk lines on 55th Avenue. This storm sewer consists of 12-inch to 54-inch diameter pipe. The remaining storm sewer is a second trunk line that runs along 55th Avenue. This trunk line consists of 30-inch to 42-inch RCP that was installed in 1952. The current project cost estimate includes casting replacement 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. The current cost estimate includes no street light replacement. Project Summaries P a g e 115 2018-2032 Capital Improvement 51sc Avenue hnproverflents (at Brookilyn Boukvard) = 201 The project area extends from the north property line of the New fT. Millennium Academy south and east to Xerxes Avenue. The total project length is 1,450-feet. The neighborhood consists of three t2J residential properties (RI), two multi-family properties (RI) and one commercial property. / \\car \< Streets 51 s' Avenue east of Brooklyn Blvd is a designated MSA Route. The streets in the project area were originally constructed in - ISTAVE 1964, 51 s ' Avenue east of Brooklyn Boulevard is 30-feet wide with no curb and gutter. The service road along Brooklyn Boulevard is currently 25-feet wide with curb and gutter on the west side of the road. The street pavement is deteriorated 50TH AVE HH throughout most of the project area. The overall pavement condition rating is fair to poor. Proposed street improvements on 5 1St Avenue east of Brooklyn Boulevard consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage, addition of turn lanes and placement of bituminous street pavement. The service road west of Brooklyn Boulevard will be removed and Lilac Drive will be extended from New Millennium Academy to the TH 100 south ramp. This project is planned to be coordinated with the Brooklyn Boulevard Corridor Improvements between 49 Avenue and Brooklyn Boulevard. Water main The existing water main in the project area is 3-inch diameter CIP installed in 1964. The current project estimate assumes complete replacement of the water main within the project area. Sanitary Sewer The sanitary sewer on 51st Avenue consists of 8-inch diameter VCP installed in 1964. Sanitary sewer on service road consists of 8-inchVCP rehabilitated with a CIPP liner in 2003. The sanitary sewer on 51 s ' Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. Complete replacement of the sanitary pipes and access structures on 51st Avenue are proposed as part of the project Storm Sewer The project area consists of two storm structures that convey water to the east into Minneapolis. The current cost estimate includes minor storm sewer repairs. 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 P a g e 116 2018-2032 Capital Improvement Interstate Area llmpirovemeinits 2019 The Interstate project area extends from Interstate 94 to 59th Avenue and from Dupont Avenue to Lyndale Avenue. The total project length is 17,343-feet. The neighborhood consists of approximately 235 residential properties (RI). Streets The majority of the streets in the project area were originally constructed in 1968 and 1969. Existing streets are generally 30-feet wide with concrete curb and gutter. The street pavement is showing signs of distress throughout most of the neighborhood. Proposed street improvements I consist of the replacement of curb and gutter as necessary and placement of r 11/ bituminous street pavement. Water main The existing water main in the project area consists of 6-inch and 8-inch ILdiameter CIP installed in 1969. Colfax Avenue contains a 24-inch steel water main installed in 1964. A majority of the existing water main is believed to have a cement based internal liner. Water records indicate one main break has occurred within the neighborhood and three properties have experienced frozen water service in past winters. In 2019, the water main system will be in service for 50 to 55 years. Cast iron water main is highly vulnerable to leaks and breaks when disturbed by replacement of adjacent sanitary sewer. The current project estimate assumes complete replacement of the water main to facilitate the sanitary sewer replacement noted below. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter 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 replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the storm trunk line on 59th Avenue and then to the Mississippi River. The trunk storm sewer along 59th Avenue and an in-line water quality treatment device was installed in 2009 as part of the Aldrich Neighborhood Street and Utility Improvement project. The current project cost estimate assumes complete reconstruction of the storm drainage system within the neighborhood due to the need to increased capacity of local storm sewers and the expansion of the system to address minor local flooding issues. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 15 wood poles with 15 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Pa g e 117 2018-2032 Capital Improvement Southeast Area Mill and Overlay 2019 The Southeast project area extends from Interstate 94 to Irving Avenue between 57th Avenue and 55th Avenue, and from Dupont Avenue to Irving Avenue between 55th Avenue and 53rd 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 in 1999, Dupont Avenue is iLR[iiL LLLiLIi1iiT 1Th lie- J74 I - L I AVEH TI1 I I -- L LI - -.1h 53IUAVEN L ii -4 \\I', - i - \\ \YF i--H t- Li \\ '', -- -•- --__ __-1 - r 33-feet wide and the remaining streets are generally 30-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 10 percent concrete replacement and a 2-inch mill and overlay. Water main Approximately two percent of the water main in the Southeast area was replaced with DIP in 1999 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch and 8-inch diameter CIP installed between 1964 and 1969. Water records indicate five 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 Sewer 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. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the Southeast project area flows to two trunk lines on 55th Avenue and then east to the Mississippi River. Approximately 93 percent 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 throughout the project area consists of 12-inch and 18-inch RCP 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 fixture. The current cost estimate includes no street light replacement. Project Summaries P age 118 2018-2032 Capital Improvement iH[othofldt Av©me (County Road 57) Re cons trufion (531 to 57th Avenues) 2019 The Humboldt Avenue project area extends from 53rd Avenue to 57th Avenue. The total project length is approximately 2,660 linear feet. The neighborhood consists of approximately 56 residential properties. Streets This segment of roadway is a Hennepin County Roadway. Humboldt Avenue was originally constructed between 1966 and 1969. Existing streets are generally 36-feet wide with no curb and gutter. The street pavement is deteriorated due to the age of the pavement and inadequate drainage. This project is included in the City's CIP due to a potential cost sharing agreement for the street and drainage improvements and funding for water main, 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 of the water main. 57TH AVE N -: - ----z____- _Hl--H L ?-- I z ,-- 55TH AVE HHLit- 54TH AVE H } -53V7 AVE N Sanitary Sewer The existing sanitary sewer consists of 8-inch diameter VCP lateral sewers. These sewers were originally installed in 1952. Approximately 51 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replacement of approximately 100 percent of the sanitary sewer. Storm Sewer The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a trunk line along 55th Avenue. This storm sewer was installed in 1952. The current project cost estimate includes replacing 100 percent of the storm sewer. The cost estimate assumes that Brooklyn Center may contribute to a portion of the storm drainage cost for the project. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P a g e 119 2018-2032 Capital Improvement Grandview Park Area Rmprovernents 2020 The Grandview Park project area extends Interstate 694 to 57th Avenue and from Logan Avenue to Dupont Avenue. The total project length is 20,821-feet. The neighborhood consists of approximately 345 residential properties (RI) and four multi-family properties (R6). Streets The majority of the streets in the project area were originally constructed between 1964 and 1969. Existing streets are generally 30-feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the 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 57 1h Avenue to 59th 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 current project estimate includes replacement of approximately 50 to 75 percent of the water main within the project area. The 16-inch steel water main along Emerson Avenue potently could be replaced with C900 plastic water main. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1960 and 1963. Approximately 68 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. The current project estimate includes replacement of approximately 50 to 75 percent of the sanitary sewer system within the project area. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 59th Avenue and then to the Mississippi River. A portion of the existing storm sewer system within the project area could be salvaged, although it is anticipated that expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The current project cost estimate includes replacement of 75 percent of the local drainage system within the neighborhood. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 25 wood poles with 25 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P age 120 2018-2032 Capital Improvement Log2n, Uhic nnd 59th Avenues Reconstruction 2020 This project area includes Logan Avenue from 57th Avenue to Lilac Drive, 59th Avenue from Lilac Drive to Dupont Avenue and Lilac Drive from Logan Avenue to 59"'Avenue. The total project length is 3,761-feet. The neighborhood consists of approximately 12 residential properties, three church properties, one school property, 14 multi-family properties (R3 to R5) and two commercial zoned properties (C2). SArA AVE U J - I I - r 1__ t----- 2 : • H 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 Avenue and Lilac Drive have concrete curb and gutter and 59th Avenue has no curb, The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main along Logan Avenue and Lilac Drive is 10-inch diameter CIP installed in 1965 and 16-inch diameter cast iron main along 59th Avenue installed in 1969. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. Utility records indicate there has been one water main break- along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to determine the extent of water main replacement that is warranted. The current project estimate includes replacement of water main along Logan Avenue and Lilac Drive only. Sanitary Sewer The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with CIPP in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing trunk line along 59th Avenue. This line consists of 24-inch to 36-inch corrugated metal pipe. A second storm line runs south along Logan Avenue to 57 1h Avenue. This line consists of 21-inch to 42-inch RCP installed in 1988. The current project cost estimate assumes replacement of the corrugated metal pipe alone 59th Avenue as part of the scheduled neighborhood improvements. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P age 121 2018-2032 Capital Improvement Ryan Lake Rudhastdd Park Area Irflu1piovemeats 20211. The Ryan Lake project area includes Lilac Drive from 48th Avenue to the dead end, 48th Avenue and Dusharme Drive from Drew Avenue to the dead end and 47th Avenue from Drew Avenue to the dead end. The total project length is 1,932-feet. The neighborhood consists of approximately 12 industrial properties and three multifamily properties (R5). P411 "OAD 48TH 4VR — 47TH AVE N Streets The majority of the streets in the project area were originally ---I-' C 1 I fl rn '-'-'I C Aconstructed in IDö and i'ou. me western portion or 4/" Avenue and Drew Avenue were reconstructed in 2002. The western portion of 48th Avenue was reconstructed in 2005. The remaining street sections are 25 to 40-feet wide with no curb and gutter. The street pavement is deteriorated and in poor condition. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main on Lilac Drive'4 gth Avenue and Dusharme Drive consists of I 0-inch diameter CIP installed in 1958. The water main on 47th Avenue consists of 6-inch CIP 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 47t1 Avenue and 48th Avenue is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to Ryan Lake. Runoff from Lilac Drive is conveyed to storm drainage ditches along Highway 100. The current project cost estimate assumes reconstruction of all the existing storm sewer system. The cost estimate also includes installation of a small storm water management pond at the intersection of 48 'h Avenue and Dusharme Drive within City owned property adjacent to Ryan Lake. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the two wood poles with two fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Page 122 2018-2032 Capital Improvement Northwest Area Miilhli and Overlay 2021 The Northwest project area extends from Toledo Avenue east to Perry Avenue and from 71 s' Avenue south to 69t1i Avenue. The total project length is 6,819- feet. The neighborhood consists of 124 residential properties (RI) and two school owned properties. Streets The streets in the project area were reconstructed in 1994. The streets are 30-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of minor concrete repairs and a 2-inch mill and overlay. H a -7 fS T AVE 1! !S1 AVE11 Aill, f, AVE NIt. A I 69TH AYE N -- water main When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was replaced with 6-inch diameter DIP. The remaining water main consists of 6-inch diameter CIP installed in 1955. Water records indicate two main breaks have occurred on the CIP water main and one property has experienced a frozen water service in past winters. The current project cost estimate includes lining the existing CIP pipe. Sanitary Sewer When the area was reconstructed in 1994, approximately 72 percent of the sanitary sewer was replaced with 8-inch and 10-inch diameter PVC. The remaining sanitary sewer consists of 8-inch VCP installed in 1956. The project cost estimate includes cured-in-place lining of the VCP sanitary sewer main. Storm Sewer The storm water runoff from the project area is collected in a storm water pond in the northwest corner of the project area. The storm sewer consists of 15-inch to 42-inch diameter RCP installed in 1994. The current project estimate includes minor storm sewer repairs. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the nine wood poles with nine fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P a g e 123 2018-2032 Capital Improvement \ 5 A VE 1 -\ .:\ 56TH AVE S 55rH 4',r S h -€6 5] €6 -c_) -4 16 LIII ELLVUE LA 530 0 AVE N-- -.- .... Lyrnicilalle Av©Hue 1[rn prove nnents 20211 The Lyndale Avenue project area extends from 57 1h Avenue to 55th Avenue and includes the 56th Avenue and 55 Avenue cul-de-sacs. The current project length is 1,905-feet. The neighborhood consists of 11 residential properties (R2 and R4). Streets The streets in the project area were constructed in 1985. The existing streets are 30-feet wide with concrete curb and gutter. Proposed improvements include 20 percent curb replacement and 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 current 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 Avenue. The condition of the sanitary sewer in the neighborhood is rated fair. The current project cost estimate includes replacement of sanitary services and replacement of sanitary sewer castings. Cured-in-place lining of the trunk sanitary sewer may be necessary based on future televising inspections. Storm Sewer A substantial portion of the southeast section of the City drains through the trunk storm sewer located along 55th Avenue. The existing trunk storm sewer line consists of 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. Street Lighting The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Page 124 2018-2032 Capital Improvement Woodbine Alla l[mprovernernits 2022 The Woodbine project area extends from Brooklyn Boulevard to France Avenue and from the north City limits to 71 s' Avenue. The project area contains a total of 15,525 linear feet of local streets. The neighborhood consists of approximately 248 residential properties. I Streets Noble Avenue from Brooklyn Boulevard to T - the north City limits is a designated MSA -1 Route. The Woodbine Neighborhood was - reconstructed in 1995. Noble Avenue is 40-feet wide with concrete curb and gutter. The remaining streets are generally 30-feet wide with concrete curb and gutter. The 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, 10 percent sidewalk replacement and full depth pavement replacement. Water main The existing water main in the Woodbine area consists of 6-inch and 8-inch diameter CIP installed between 1957 and 1959. Records indicate there have been 11 water main breaks in the neighborhood between 1975 and 2013 and six properties have experienced frozen water service in past winters. The current project cost estimate includes complete water main replacement. Sanitary Sewer Approximately 25 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed 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. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replacement of the existing VCP sanitary sewer within the roadway and cured-in-place lining of the sanitary sewer along the June Avenue easement between 71St Avenue and 701h Avenue. Storm Sewer The storm sewer on Noble Avenue consists of 12-inch and 15-inch diameter RCP that drains to Shingle Creek. This storm sewer was installed in 1970. The remainder of the project area consists of 15-inch to 33- inch diameter RCP installed when the neighborhood was reconstructed in 1995. This storm sewer generally drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Pa g e 125 2018-2032 Capital Improvement 53rd Avenue Improvements (Penn Avenue to Lyn, dalie Avenue) 2023 JiJ1JI1. ttjLhH ELi1HUiJ \\tAVEJiILli_[Hiiu \\ \T IdU JF-D'111 E1I Tfl Ll CA Lg 1 TJITIU +4irJiJEH \ __ T I H Iii U I I !4 !U\ The 53'd Avenue project area extends on 53 d Avenue from Penn Avenue to Lyndale Avenue. The project area includes a total of 6,323-feet of local streets. The neighborhood consists of approximately 27 residential properties, one multi-family property and two business properties. Streets 53rd Avenue is designated as a MSA Route, 53rd Avenue is also the border between Brooklyn Center and Minneapolis. The north portion of 5311 Avenue is maintained by Brooklyn Center and the south portion is maintained by Minneapolis. The existing streets in the project area are 36-feet wide with concrete curb and gutter, constructed in 1985. Proposed street improvements consist of the reconstruction of the street subgrade, installation new of curb and gutter to improve drainage and placement of bituminous street pavement. Water Main The existing water main on 53 td Avenue is 6-inch diameter CIP installed between 1965 and 1969. The corrosion rate within the project area has not been thoroughly documented at this time. 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 cost estimate also includes an emergency connection with Minneapolis if formal inter-communication arrangements can be established for this connection. Brooklyn Center staff will need to contact Minneapolis Water Utilities to discuss this potential emergency connection. Sanitary Sewer The sanitary sewer on 53t1 Avenue consists of 8-inch and 9-inch diameter VCP installed between 1952 and 1959. Approximately 52 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost estimate includes complete sanitary sewer replacement. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55th Avenue and is conveyed to the Mississippi River. The storm sewer on 53rd Avenue consists of 12-inch diameter to 15-inch diameter RCP installed between 1952 and 1979. The current project cost estimate includes replacement of 75 percent of the storm sewer laterals and structures. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P a g e 126 2018-2032 Capital Improvement 50th Avenue limprovem en, ts (France Avenue to Frew Avenue) 2023 The 50th Avenue project area extends on Avenue from France Avenue to Drew Avenue. The total project length is 665-feet. The neighborhood consists of approximately four residential properties (R4), five industrial properties (12) and one commercial property (C 1). Streets This section of 50th Avenue was reconstructed in 1988. The existing street is 36-feet wide with concrete curb and gutter. After the year 2023 the pavement will have exceeded the Qf1f ;ini'ipnipiit OM( 57 7, SIST W sorHAvLN A9T7 AVE 7/ V1¼. °'' of reconstruction of the bituminous street pavement and replacement of the concrete curb and gutter as necessary. Water Main The existing water main in the 50th Avenue project area consists of 8-inch and 10-inch diameter CIP 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 50th Avenue project area is owned and maintained by the Metropolitan Council and consists of 30-inch diameter reinforced RCP installed in 1955. The current project estimate includes the replacement of sanitary sewer castings and services. Storm Sewer The storm sewer runoff from the 50th 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 fixture. The current cost estimate includes no street light replacement. Project Summaries Page 127 2018-2032 Capital Improvement 51 " Avenue Irnptovernents (West of Fironce Avenue) 2023 - 3 z OAK STN 5JSTAVH I H0 5OTH4 -, The 51 " Avenue project area extends from 185-feet south of Oak Street on Twin Lake Boulevard to France Avenue. The total project length is 1,171-feet. The neighborhood consists of approximately 25 residential properties. Streets The 51st Avenue project area was originally constructed in 1990. The existing street is 30-feet wide with concrete curb and gutter. After the year 2023 the pavement will have exceeded the expected service cycle. Proposed street improvements consist of reconstruction of the bituminous street pavement and replacement of the concrete curb and gutter as necessary. Water Main The existing water main in the 51st Avenue project area consists of 8-inch diameter DIP installed in 1990. The water main is in good condition based on current maintenance records. The project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the 51st 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 from the 51st Avenue project area is collected in the existing storm sewer system and conveyed to the storm water pond west of 5 1 " Avenue. The existing storm sewer in the project area consists of 15-inch to 21-inch diameter RCP installed in 1990. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Page 128 2018-2032 Capital Improvement Knox, James ancil 54t1 Avenues Area i[mprovernents 2023 The Knox, James and 54th Avenues project area includes James Avenue and Knox Avenue between 55t1i Avenue and 53 Avenue, and 54 "' between Logan Avenue and Irving Avenue. The project area includes a total of 3487-feet of local streets. The neighborhood consists of approximately 78 residential and one multi-family property. Streets The existing streets in the project area are 30feet wide with concrete curb and gutter constructed in 1994. Proposed street improvements consist of new street pavement and replacement of isolated sections of concrete curb and gutter as necessary. Water Main -1 Ow Avg I iRI1HH T_iThbiHt_J HA -, —J L I I ii i - — - -HH]LH -fH Hi Ic my I - '1 4 L- ------- O1 1 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 10inch diameter PVC installed in 1994. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes the replacement on sanitary sewer castings only. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55th Avenue and is conveyed to the Mississippi River. The storm sewer consists of 12-inch diameter to 18-inch diameter RCP installed in 1994. The current project cost estimate includes replacement of storm sewer castings. 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. The current cost estimate includes no street light replacement. Project Summaries P age 129 2018-2032 Capital Improvement Orchiicd Laiiie East Impiroveients 2024 The Orchard Lane East project area extends from Perry Avenue to Brooklyn Boulevard and Interstate 94 to 63 rd Avenue. The project area contains a total of 21,560 linear feet of local streets. The neighborhood consists of approximately 358 residential properties, two multi-family properties and one commercial property. Streets The Orchard Lane East area was reconstructed in 1996. The streets are generally 30-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 50 percent curb replacement, 10 percent sidewalk replacement and full depth pavement replacement. LTi751T U47U 4 I ,4L ]ft[flUJ it-1L"llill, UiIJILHIIij1JtiJiEL \ H- fl -iii- Ef _L sz/ j\ \\ t1i L tLy '-4 1 Water main Approximately 25 percent 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 current project cost estimate includes replacement of existing CIP water main. Sanitary Sewer Approximately 50 percent of the sanitary sewer in the project area was replaced with 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 current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds at Orchard Park and Cahlander Park. The storm sewer consists of 12-inch to 42-inch diameter pipe. The south and east streets in the project area drains to Shingle Creek. This storm sewer consists of 12-inch to 60-inch diameter pipe. The trunk storm sewer on 65th Avenue and Orchard Avenue was installed in 1956. The remainder of the storm sewer was installed when the neighborhood was reconstructed in 1996. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 24 wood poles with 24 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P age 130 2018-2032 Capital Improvement Humbokit Avenue i[mpirovernents 2024 The Humboldt Avenue project area extends from 69th Avenue to the north City limits. The project area contains a total of 2,618 linear feet of local streets. The neighborhood consists of approximately 38 residential properties (RI), three R5 properties and two commercial (C2) properties. Streets This segment of roadway is designated as a MSA Route. This section of Humboldt Avenue was reconstructed in 1995. The existing street is generally 30-feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deterioration due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 25 percent curb replacement, 10 percent sidewalk replacement and full depth pavement replacement. Water main The existing water main in the Humboldt Avenue project area consists 1117H AVE 11 of 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 replacement of 25 percent of the water main and replacement of all hydrants and valves. Sanitary Sewer When the Humboldt Avenue project area was reconstructed in 1995, 25 percent of the sanitary sewer was replaced with 10-inch diameter PVC. The remaining sanitary sewer in the area consists of 8-inch diameter VCP installed between 1965 and 1967. The current project cost estimate includes replacement of the ( existing VCP sanitary sewer. Storm Sewer The existing storm sewer in the Humboldt Avenue project area consists of 15-inch to 36-inch diameter RCP that drains to the Mississippi River. The storm sewer was installed between 1955 and 1961 and in 1995. When the project area was reconstructed in 1995, the existing storm sewer was left in place and additional storm sewer was added to the existing system. The current project cost estimate includes replacing structure castings and isolated pipe laterals as necessary within the project area. Street Lighting The current cost estimate includes replacing the five wood poles with five fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P age 131 2018-2032 Capital Improvement Orchard Lane West Area 1[rnprovcrnellts 2025 The Orchard Lane West Area project extends from Unity Avenue to Perry Avenue and Interstate 94 to 61 s' Avenue. The project area contains a total of 25,702 linear feet of local streets. The neighborhood consists of approximately 509 residential properties, one church property and one school property. Streets The Orchard Lane West Area was reconstructed in 1997. The streets 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 percent driveway apron replacement and full depth pavement replacement. Water main Approximately 99 percent of the water main in the Orchard Lane West Area was replaced with DIP in 1997 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch DIP installed in 1987. Records indicate there have been no water main breaks in the neighborhood since the area was reconstructed 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 Sewer 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 10- inch diameter VCP installed between 1955 and 1958. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer north of 63 d Avenue in the Orchard Lane West Area drains to the storm water ponds at Orchard Park and Cahlander Park. This storm sewer consists of 12-inch to 36-inch diameter pipe. The streets south of 63 d Avenue drain to the storm water pond at 63rd Avenue and Perry Avenue. This storm sewer consists of 12-inch to 36-inch diameter pipe. A 27-inch RCP storm line installed in 1958 remains on Woodbine Lane and a 15-inch RCP storm line installed in 1965 remains on Scott Avenue. The current project cost estimate includes replacement of the storm sewer installed in 1958 and 1965 and replacement of storm laterals as needed for utility replacement. Street Lighting The current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P age 132 2018-2032 Capital Improvement 53rd Avenue and Xerxes Avenue 1[rnprovement 2025 53r6 Avenue extends from Xerxes Avenue to Upton Avenue and Xerxes Avenue extends from 51st Avenue to 53'd Avenue. The project area contains a total of 2,028 linear feet of local streets. The neighborhood consists of 22 residential properties and one multi- family (R5) property. LILAC DRN H 3RD AVE N Ii CITY OF BROOKLYN CENTER -- - I L :II CITY OF MINNEAPOLIS - - HH H I - ---- - Streets - 52ND AVE N I This project area was most recently reconstructed in - - 1996 by the City of Minneapolis 53rd Avenue and Xerxes Avenue is the border between Brooklyn Center H - I and Minneapolis. The north portion of 53 Avenue and T AW N - the west portion of Xerxes Avenue are maintained by Brooklyn Center. Existing streets are generally 30-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 25 percent driveway apron replacement and full depth pavement replacement. Water main The existing water main on 53rd 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 water main replacement. Sanitary Sewer There is no sanitary sewer on 53rd Avenue. The existing sanitary sewer on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The storm sewer in the project area consists of I 0-inch PVC pipe that flows to storm water ponds located south of 53rd Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was last reconstructed. The current project cost estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the eight wood poles with eight fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P age 133 2018-2032 Capital Improvement Meadowkirk Gardens Area Jlmprovernents 2026 The Meadowlark Gardens project area extends on Logan Avenue from 53rd Avenue to 57th Avenue, on Knox and James Avenues from 55th Avenue to 57thi Avenue and on 55th Avenue and 56th Avenue from Morgan Avenue to Irving Avenue. The project area also includes 57th Avenue from Humboldt Avenue to the Interstate 94 bridge. The project area contains a total of 10,150 linear feet of local streets. The neighborhood consists of approximately 162 residential properties, two multi-family properties and two commercial properties. Streets Logan Avenue and 57 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 current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent driveway apron replacement and full depth pavement replacement. ihi!I1 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 10-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 of the storm sewer in the project area was replaced in 1996 when the neighborhood was reconstructed. The remaining pipe consists of 24-inch to 42-inch pipe on 55th Avenue installed in 1952. The storm sewer on James Avenue and to the west drains to the trunk line on 55th Avenue and then to the Mississippi River. This storm sewer consists of 15-inch to 44-inch diameter pipe. The storm sewer on 57th Avenue drains to the trunk line on 59th Avenue and then to the Mississippi River. This storm sewer consists of 15-inch to 42-inch diameter pipe. The current cost estimate includes replacing the existing pipe installed in 1952 and replacement of storm laterals as needed for water main and sanitary sewer replacement. Street Lighting The current cost estimate includes replacing the 17 wood poles with 17 fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries Page 134 2018-2032 Capital Improvement 67th Avenue and James Avenue Mull and Oveirllay 2026 NMI I 7ThAYEH JiiY L[ FREAr BLVD JI,-- -_J Ill The project area includes 67 "' from Shingle Creek Parkway to the east cul-de-sac and James Avenue from Freeway Boulevard to 67th Avenue. The project area contains a total of 2,063 linear feet of local streets. The project area consists of 11 industrial properties. Streets The 67th Avenue and James Avenue area was reconstructed in 1998. The streets are generally 44-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay. Water main The existing water main in the project area consists of 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. Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch PVC installed in 1970. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi River. This storm sewer consists of 15-inch to 36-inch diameter RCP installed in 1970 and 1974. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the two wood poles with two fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P a g e 135 2018-2032 Capital Improvement 68th Avenue and Lee Avenue Mill and Overlay 2026 The project area includes 68thi Avenue from Lee Avenue to Brooklyn Boulevard and Lee Avenue from 68th Avenue to 691h Avenue. The project area contains a total of 1,668 linear feet of local streets. The project area consists of nine commercial properties. Streets The 67 Avenue and James 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. L 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 current project estimate includes casting replacement only. Sanitary Sewer 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 be performed on an annual basis to maintain the system conveyance capacity. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer consists of 12-inch to 24-inch diameter RCP installed in 1966 and 1968. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the three wood poles with three fiberglass poles with a cut-off type LED light fixture and underground power. Project Summaries P a g e 136 2018-2032 Capital Improvement J, oh Mart E)irfive Mill arid Oveday 2026 The John Martin Drive project area extends from Shingle Creek Parkway to 450-feet south of Earle Brown Drive. The project area contains a total of 1,381 linear feet of local streets. The neighborhood consists of approximately nine commercial properties. Streets John Martin Drive is designated as a MSA Route. The project area was reconstructed in 1998. The streets are generally 50-feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay. p Li Water main The existing water main in the project area consists of 8-inch diameter CIP installed in 1969. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch diameter VCP installed in 1969. There is no history of root intrusion in the project area. The current project estimate includes casting replacement only. Storm Sewer The storm sewer on John Martin Drive drains to Shingle Creek. This storm sewer consists of 12-inch to 48- inch diameter 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 fixture. The current cost estimate includes no street light replacement. Project Summaries P age 137 2018-2032 Capital Improvement St Allphonsus Area MII and Overllay 2026 The St. Aiphonsus project area extends from Brooklyn j I Boulevard to Grimes Avenue and 69th Avenue to 71 " Avenue, 1iI_ The area contains a total of 4,580 linear feet of local streets. I The project area consists of approximately 31 residential properties, three commercial properties, one church property and one multi-family property. Streets The St. Alphonsus area was last reconstructed in 1998. Halifax ' '• Avenue is 30 to 35-feet wide, 70th Avenue is 35 to 42-feet wide and the remaining streets are 30-feet wide. All streets in the area have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay. Water main The existing water main in the project area consists of 6-inch CIP installed between 1959 and 1961 and 6- inch DIP installed in 1978. Based on current maintenance records there have been two water main breaks in this area and four properties have experienced frozen water service in past winters. The current project estimate includes casting replacement only. Sanitary Sewer Approximately 83 percent of the sanitary sewer in the project area was replaced with 8-inch PVC when the neighborhood was reconstructed in 1998. The remaining pipe consists of 8-inch diameter VCP installed in 1958 and 1959. There is no history of root intrusion 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 area 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 1984. The current 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 fixture and underground power. Project Summaries P a g e 138 2018-2032 Capital Improvement Earle Brown Drive Aree Rmu proveroents 2027 The Earle Brown Drive project extends from John Martin Drive in the southwest to the northeast corner of the Earle Brown Heritage Center. It contains a total 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 reconstructed in 1999. The road is generally 50-feet wide with concrete curb and gutter. 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 full depth pavement replacement. Water main The water main in the project area consists of / L / L I -- JIJJ =--V - --==rrrrz/=l . / F // // / \\\\ < / 1Er a-men and iz-incn uiameer uir irisiaueu in 1971 and 1974. Water records indicate one main break has 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 VCP installed in 1971 and 1974. There is no history of root intrusion 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 1971 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 P age 139 2018-2032 Capital Improvement 66th Avenue 2faul Camdn Avenue MiUI and Overlay 2027 The 66th Avenue and Camden Avenue project includes Camden Avenue from 66th Avenue to the south cul-de-sac and 66th Avenue from 360-feet east of Bryant Avenue to TH 252. It contains a total of 1,960 linear feet of local streets. The project area consists of four multi-family properties and seven commercial properties. Streets 66' Avenue is designated as a MSA Route. This project area was reconstructed in 1999. The roads in the project area range from 40-feet wide to 70- feet with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement, a 2-inch mill and overlay and a new traffic signal at 66th Avenue and Camden Avenue. LL.J I E-r-U \\ \\i\\ I VE US s)j\\\ L Water main The water main in the project area consists of 6-inch diameter CIP 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. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi River. This storm sewer consists of 12-inch 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 P a g e 140 2018-2032 Capital Improvement 73rd Aveoua Mill amid Overlay (HU MI , bol!dt Aven ue to Camdee Avenue) 2027 Cifl' OF BROOKLYN PARK 3RD AVE NjL - I 1 .1 1 WOO NE LANE - - __ H—Il I 1252H -ii L11T cr UP.L1P c..r1rc I I - - I. - - The 73 d Avenue project extends from Humboldt Avenue to approximately 275-feet east of Camden Avenue. It contains a total of 2,994 linear feet of local streets. The project area consists of 25 single-family properties and one church property. Streets 73rd Avenue is designated as a MSA Route. 73rd Avenue is also the border between Brooklyn Center and Brooklyn Park. The south portion of 731 Avenue is maintained by Brooklyn Center and the north portion is maintained by Brooklyn Park. This project area was reconstructed in 2000. The road is generally 33-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 All of 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 of the sanitary sewer in the project area was replaced with PVC in 2000 when the area was reconstructed. The remaining sanitary sewer in the area consists of 8-inch diameter VCP installed in 1961 and 1969. There is no history of root intrusion in this area. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains south to a trunk line on 70thi Avenue and then east to the Mississippi River. This storm sewer consists of 12-inch to 21-inch diameter RCP installed in 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 current cost estimate includes no street light replacement. Project Summaries P age 141 2018-2032 Capital Improvement Garden City Centrall Area Mill and Oveday 2028 The south portion of the Garden City Central project area extends from Brooklyn Boulevard to Brooklyn Drive from 61 " Avenue to 63d Avenue, and the north portion extends from Xerxes Avenue to Brooklyn Drive from 63 d Avenue to 66th 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 R5) and three commercial properties. Streets 63 d Avenue from Brooklyn Boulevard to Xerxes Avenue is T',IIQ AP t T1 vl (x, fl,rri±,l rrfAo11IaLL1 UO U 1VJLfl 1VLJLI. I II 'JUILI1 IJ 11tIUI F" tJJL area was last reconstructed in 2000. 63 d Avenue ranges from 38 to 48-feet wide and the remaining streets are 30-feet wide. All 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 Approximately 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 of 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 CIPP in 1995. There is no history of root intrusion in the project area. The current project estimate includes cured-in-place lining of the RCP and VCP sanitary sewer mains installed in the 1950s and casting replacement. Storm Sewer Approximately 83 percent of 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 64th Avenue and 65th Avenue in 1956. The storm 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 been replaced and upgrade all to LED luminaires. Project Summaries Pa g e 42 2018-2032 Capital Improvement FM Garden City North Area MIII and Overlay 2029 The east portion of the Garden City Central project area extends from Brooklyn Boulevard to Xerxes Avenue from Interstate 94 to 63 d Avenue, and the west portion includes Halifax Drive, Grimes Avenue and France Avenue north of 63rd Avenue. The project area contains a total of 18,390 linear feet of local streets. The neighborhood consists of approximately 290 residential properties, one school property, 10 multi-family properties (R5) and four commercial properties. Streets The Garden City Central project area was last reconstructed in 2001. The streets within the project area consist of 30-foot wide roads 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 in areas with no proposed utility replacement (81 percent of the project area). In utility replacement areas, the cost estimate assumes 50 percent curb replacement, 20 percent sidewalk replacement and full depth pavement replacement. Water main Approximately 85 percent of the water main in the Garden City North area was replaced with DIP in 2001 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch and 8- inch CIP installed in 1956, 1959, 1962 and 1974. Records indicate there have been 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 1h Avenue and Xerxes Avenue. In the remainder of the project area the cost estimate assumes casting replacement only. Sanitary Sewer Approximately 68 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed 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 CIPP in 1995. 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 of 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. The current cost estimate includes replacing the older storm sewer in the 64th Avenue rear lot easement, structure 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 fixtures, which were installed in 2001. The current cost estimate includes upgrading all lights to LED luminaires. Project Summaries P age 143 2018-2032 Capital Improvement Garden City South Area Mii1lJl and Overlay 2030 The Garden City South project area extends from Brooklyn Boulevard to Upton Avenue from Northway Drive to 61st Avenue, and includes Xerxes Avenue from Northway Drive to the Interstate 94 bridge. The project area contains a total of 19,418 linear feet of local streets. The neighborhood consists of approximately 256 residential properties, three church properties, one multi-family property (R5) 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 with a center 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-inch 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 uTqQ rPinnQtrjirtPrJ Tl rnr tr min n thp cr r(niQtQ c —4IrH AU p. - DUI[1PY Pd LrUUU - 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 lining of the existing VCP sanitary sewer from the 1950s and 1960s and 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. The remaining pipe consists of 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 1950s 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 a cut-off type LED light fixture and underground power on Xerxes Avenue north of 61St Avenue. Project Summaries Page 144 2018-2032 Capital Improvement Southwest Aren Improvements 2031 The Southwest project area extends from France Avenue to Brooklyn Blvd from 53 Avenue to 55thi Avenue; Twin Lake Avenue to Azelia Avenue from Lakeside Avenue to the cul-de-sacs north of Lakebreeze Avenue; and includes Azelia Avenue, 50th Avenue from France to west the railroad tracks, and France Avenue from the south cul-de-sac to 53'd Avenue. The project area contains a total of 17,208 linear feet of local streets. The neighborhood consists of approximately 180 single family residential properties (RI and R2), 36 multi-family properties (R4 and R5), 12 Industrial properties, one commercial property and one school. Streets The Rmoklvn Boulevard service road. 53 d Avenue, France Avenue from 53 d Avenue to 50th Avenue, 50th Avenue, and Azelia Avenue from Lakebreeze Avenue to the railroad tracks are all designated as a MSA Routes. The Southwest project area was last reconstructed between 2002 and 2005. The local streets within the project area consist of 30-foot wide roads with concrete curb and gutter. The Brooklyn Blvd Service Road, 53 td Avenue and France Avenue are 32-foot wide roads, and Azelia Avenue from Lalcebreeze Avenue to the railroad tracks is a 38-foot road. The current cost estimate assumes street improvements that consist of approximately 30 percent concrete replacement and a 2-inch mill and overlay. Water main Approximately 42 percent of the water main in the Southwest project area was replaced with DIP between 2002 and 2005 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch, 8-inch, 10-inch and 12-inch CIP installed in 1956, 1958, 1960, 1961, 1961, 1964, 1968. and 1973. Records indicate there have been two water main breaks in the neighborhood on the older water main and three properties in the area have experienced frozen water services in past winters. The current project estimate includes lining the 1950s, 1960s and 1970s 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 60 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed between 2002 and 2005. The remaining sanitary sewer consists of 8-inch diameter VCP installed in 1960 and 1961, 15-inch RCP installed in 1956 and 8-inch PVC installed in 1977 and 1999. Root sawing must be performed on 30 percent of the VCP in the area on an annual basis to maintain the system conveyance capacity. The current project estimate includes lining of the existing VCP sanitary sewer from the 1950s and 1960s and casting replacement in the remaining areas. Storm Sewer Approximately 82 percent of the storm sewer in the project area was installed between 2002 and 2005 when the neighborhood was reconstructed. The remaining pipe consists of 15-inch to 48-inch RCP installed in 1938 and 1957. The storm sewer in northeast portion of the project area flows to the ponds at Centerbrook Golf Course, and the southwest portion of the project area flow to Upper and Middle Twin Lakes. 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 between 2002 and 2005. The current cost estimate includes replacing the standard light fixtures with a cut-off type LED light fixture, Project Summaries P age 145 2018-2032 Capital Improvement Hoppy Hollow An I[rnprovemeots 2032 The Happy Hollow project area extends from Lilac Drive to Brooklyn Boulevard and 491h Avenue to the extension of 51 s' Avenue; France Avenue to Drew Avenue from 47th Avenue to Lakebreeze Avenue; and includes Lakebreeze Avenue/France Avenue from Azelia Avenue to the southern City limits. The project area contains a total of 10,902 linear feet of local streets. The neighborhood consists of approximately 95 single family residential properties (RI), four multi-family properties (R5), 10 industrial properties, and one commercial property. -- - 4 Streets The Happy Hollow project area was last reconstructed between 2002 and 2005. Lakebreeze Avenue and France Avenue are designated as a MSA Routes. The local streets within the project area consist of 30-foot wide roads with concrete curb and gutter. Lilac Drive north of 50th Avenue is a 24-foot road, 47th Avenue is a 27-foot road, 48 ° Avenue is a 38-foot road, and the road wifith on Lakebreeze Avenue and France Avenue varies with concrete islands separating the driving lanes. ]the current cost estimate assumes street improvements that consist of approximately 30 percent concrete repacement and a 2-inch mill and overlay. Water main Approximately 84 percent of the water main in the Happy Hollow project area was replaced with DIP between 2002 and 2003 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch, 8-inch and 10-inch CIP installed in 1958, 1960, 1964 and 1967. Records indicate there have been no water main breaks in the neighborhood and one property in the area has experienced a frozen water service in past winters. The current project estimate includes lining the 1950s and 1960s water main in the area and insulating the frozen water service. In the remainder of the project area the cost estimate assumes casting replacement only. Sanitary Sewer Approximately 75 percent of the sanitary sewer in the project area was replaced with PVC when the neighborhood was reconstructed between 2002 and 2003. The remaining sanitary sewer consists of 8-inch and 10-inch diameter VCP and CIP installed in 1960. The sanitary sewer on 50 ° Avenue owned and maintained by the Metropolitan Council and consists of 30-inch and 33-inch diameter reinforced RCP installed in 1955. Root sawing must be performed on 30 percent of the VCP in the area on an annual basis to maintain the system conveyance capacity. The current project estimate includes lining of the existing VCP and CIP sanitary sewer from 1960 and casting replacement in the remaining areas. Storm Sewer Approximately 84 percent of the storm sewer in the project area was installed between 2002 and 2005 when the neighborhood was reconstructed. The remaining pipe consists of 21-inch installed in 1953. The storm sewer in the project area flows to Ryan Lake and Middle Twin Lake. The current project estimate includes lining of the existing RCP storm sewer from the 1950s 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 two wood pole with one fiberglass pole with a cut-off type LED light fixture and replacing the standard light fixtures with a cut- off type LED light fixture. Project Summaries P age 146 2018-2032 Capital Improvement TI%rmkYAfl ,iwriisIm1m iwu.i rui ss1LJiiDIil 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 2017 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. We also need to include numbers from the Facility Dude generated list, which includes, gate/fence, roof, heater, main switchgear and secondary transformer. Also asphalt pavement, parking lot, seal and stripe. Well Nos. 6 and 8 Rehabilitation - 2018 The rehabilitation of both wells was completed in 2012. Both wells need complete rehabilitation motors, pumps, MCC and SCADA upgrades. 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. Well Nos. 2 and 3 Rehabilitation - 2019 The rehabilitation of both wells was completed in 2013. Both wells need complete rehabilitation (motors, pumps, MCC and SCADA upgrades). 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. Well No. 5 Rehabilitation - 2020 The rehabilitation of the well was completed in 2014. The well needs complete rehabilitation (motor, pumps, MCC and SCADA upgrades). Well No, 10 and High Service Pump (HSP) Rehabilitation (BW) - 2021 The rehabilitation of the well was completed in 2015. The well needs complete rehabilitation (motors, pumps, MCC and SCADA upgrades). HSP (backwash) started operation in 2015 with the new Water Treatment Plant. The HSP needs complete rehabilitation of motor, shaft and pump. Project Summaries Page 147 2018-2032 Capital Improvement Well No. 7 and Water Treatment Plant HSP No. 1 2022 The rehabilitation of the well was completed in 2016. Well needs complete rehabilitation of motor and pump. High Service Pump No. 1 started operation in 2015 with the new Water Treatment Plant. The HSP needs complete rehabilitation of motor and pump. Well Nos. 4 and 9; Water Treatment Plant HSP No. 2 2023 The rehabilitation of both wells was completed in 2017. Both wells need complete rehabilitation (motors, pumps, MCC and SCADA upgrades). High Service Pump No. 2 started operation in 2015 with the new Water Treatment Plant. The HSP needs complete rehabilitation of motor and pump. Well Nos. 6 and 8; Water Treatment Plant HSP No. 3 2024 The rehabilitation of both wells will be completed in 2018. Both wells need complete rehabilitation (motors, pumps, MCC and SCADA upgrades). High Service Pump No. 3 started operation in 2015 with the new Water Treatment Plant. The HSP needs complete rehabilitation of motor and pump. 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. Well Nos. 2 and 3; Water Treatment Plant HSP No. 4 - 2025 The rehabilitation of both wells will be completed in 2019. The wells need complete rehabilitation of motor and pump. High Service Pump No. 4 started operation in 2015 with the new Water Treatment Plant. The HSP needs complete rehabilitation of motor and pump. Water Meter Full System Replacement- 2025 This project will include the complete replacement of the water meter reading system. This will include new meter registers, meter body, battery, reading software and reading hardware. The decision will need to be made to continue with the mobile drive by reading or fully move to the fixed read network. Well No. 5 and Water Treatment Plant HSP (BW) - 2026 The rehabilitation of the well will be completed in 2020. The well needs complete rehabilitation of motor and pump. The rehabilitation of High Service Pump (BW) was last completed in 2021. The HSP needs complete rehabilitation of motor and pump. Well No, 10 and Water Treatment Plant HSP No. 1 - 2027 The rehabilitation of the well will be completed in 2021. Well needs complete rehabilitation of motor and pump. The rehabilitation of High Service Pump No. I was last completed in 2022. The HSP needs complete rehabilitation of motor and pump. Lift Station Nos. 3 and 4 Rehabilitation - 2028 This project includes the rehabilitation of lift station No. 3 and No. 4 with a full evaluation of pumps, control equipment and appurtenances. Well No. 7 and Water Treatment Plant HSP No. 2 - 2028 The rehabilitation of the well will be completed in 2022. Well needs complete rehabilitation of motor and pump. The rehabilitation of High Service Pump No. 2 was last completed in 2023. The HSP needs complete rehabilitation of motor and pump. Lift Station Nos. 5 and 6 Rehabilitation - 2029 This project includes the rehabilitation of lift station No. 5 and No, 6 with a full evaluation of pumps, control equipment and appurtenances. Project Summaries Page 148 2018-2032 Capital Improvement Well Nos. 4 and 9; Water Treatment Plant HSP No. 3 2029 The rehabilitation of both wells will be completed in 2023. Both wells need complete rehabilitation of motor and pump. The rehabilitation of High Service Pump No. 3 was last completed in 2024. The HSP needs complete rehabilitation of motor and pump. Sanitary Sewer Lining (Mississippi River Trunk North of 1-694 to 70th1 Avenue/Willow Lane) - 2030 This project extends from the manhole at 701h 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 reinforced concrete pipe (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. Lift No. 2 Forcemain Lining (Under 1-94) - 2030 The existing 406-foot section of 16-inch DIP forcemain, located under 1-94 at 52' Avenue in Minneapolis, was installed in 1980 with the 1-94 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 1-94. In 2008 a new forcemain was installed from lift station No. 2 to the 1-94 crossing on the east side of 52 nd Avenue. Lift Station Nos. 7 and 10 Rehabilitation - 2030 This project includes the rehabilitation of lift station No. 7 and No. 10 with a full evaluation of pumps, control equipment and appurtenances. Well Nos. 6 and 8; Water Treatment Plant HSP No. 4 - 2030 The rehabilitation of both wells will be completed in 2024. Both wells need complete rehabilitation of motor and pump. The rehabilitation of High Service Pump No. 4 was last completed in 2025. The HSP needs complete rehabilitation of motor and pump. Lift Station No. 1 Generator Replacement - 2031 This project will be a replacement of the generator only. The closed transition generator transfer switch will have been replaced in a prior year. The existing generator is a 1996 model with a typical lifespan of 35 years. Well Nos. 2 and 3; Water Treatment Plant HSP (BW) - 2031 The rehabilitation of both wells will be completed in 2025. The wells need complete rehabilitation of motor and pump. The rehabilitation of High Service Pump (BW) was last completed in 2026. The HSP needs complete rehabilitation of motor and pump. Well No. 5 and Water Treatment Plant HSP No. 1 - 2032 The rehabilitation of the well will be completed in 2026. The well needs complete rehabilitation of motor and pump. The rehabilitation of High Service Pump No. 1 was last completed in 2027. The HSP needs complete rehabilitation of motor and pump. Project Summaries Page 149 2018-2032 Capital Improvement Ufl TtwuuI ihumi 11111 oist&ni MITI 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. County Road 10 Crosswalk Replacement 2018 Proposed replacement of all of the crosswalks located along and across County Road 10 from the west leg of Northway Drive to Highway 100. This would consist of mill and overlay of the current pavement surface and to install new preformed crosswalk squares consistent to what the rest of the City crosswalks look like. 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 Parkway/Brookdale 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. Brooklyn Boulevard (65th1 to Brooklyn Park Border) Street Light Replacement 2032 The 76 street lights north of 65 th Avenue to the Brooklyn Park border will have reached their proposed lifecycle and need to be replaced. Proposed 35' painted aluminum poles with LED shoebox style fixture. The light pole bases and wire should not need to be replaced. Project Summaries P age 150 20182032 Capital Improvement :m1LY1n1Rnw.rIi rLt Em 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. Public Works Facility Fence and Gates- 2018 The Public Works facility is lacking when it comes to security of the facility. IT will be addressing the building with key card access readers on all the exterior doors and selected interior doors as well as cameras. Once this is complete, the second part of addressing the security of the premises is adding a fence around the complex and adding security gates at the north and south entrances. Once these two projects are complete, the Public Works equipment and facility will be secured. 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 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. Storm Water Pond 53-001 - 2018 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 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. Project Summaries Page 151 2018-2032 Capital Improvement 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 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' 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 ponds 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 t "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 I 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. Storm Water Pond 40-001 - 2020 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. Project Summaries P age 152 2018-2032 Capital Improvement 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 48-001 - 2023 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 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 41-001 - 2026 Pond 41-001 is located east of 7100 Brooklyn Boulevard. The pond receives runoff from approximately 3 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 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. Project Summaries Page 153 2018-2032 Capital Improvement Storm Water Pond 11-001 2029 Pond 11-00 1 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. 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 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 the 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 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. Project Summaries Page 154 2018-2032 Capital Improvement Storm Water Pond 26-005 2031 Pond 26-005 is located west of the intersection of Twin Lake Road and 51 " 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 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. 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 Creek 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 fund 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. I Centennial Park Tennis Courts Resurfacing, Basketball Court Project 2018 Proposed construction includes the removal of two existing tennis courts and resurfacing of the two remaining tennis courts within Centennial Park. The Parks and Recreation Commission recommended replacing the two removed tennis courts with a basketball court as part of their 2015 CIP plan review. This project is currently on hold waiting results of the Little League Master Plan for Centennial Park west. 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. 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. 2019: Freeway, Northport, Centennial West, Orchard, Firehouse and Lions Parks. 2020: West Palmer, Riverdale, Bellvue, Grandview, Marlin, Evergreen exercise area. Depending on the vendor we may be able to purchase the equipment the year before install for tremendous savings (40 percent). Maybe program these for 2018-2021 with each being a two year project (purchase in 2018, build in 2019 etc. for three years). Project Summaries P a g e 155 2018-2032 Capital Improvement Brooklyn Boulevard City Entrance Signs Rehabilitation 2020 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. West River Road, Arboretum, Freeway, Palmer Lake and Northport Trails Reconstruction - 2022 Replace the bituminous trail along West River Road from 73rd Avenue to 66th Avenue. A ten-foot wide trail section is proposed. The status of this project was 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. Proposed replacement of the trail system within the fenced Arboretum area. Remove existing bituminous and replace with a new eight-foot wide bituminous trail. 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. Resurface the existing trail system extending around Palmer Lake including the parking lots at the nature area and east Palmer. 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. Replace the trail system within Northport Park. An eight-foot wide trail section is proposed. Evergreen Park Scoreboard Improvements - 2023 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. Centennial Park Softball Field Improvements - 2024 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. Proposed construction includes replacement of the two scoreboards at the two softball fields at Centennial Park (east). 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 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, 69' Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway, 53rd 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. Softball/Baseball Fence Replacement - 2027 Replace the line and outfield fences at West Palmer Lake Park. Project Summaries P age 156 2018-2032 Capital Improvement 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. 69th Avenue Landscape Rehabilitation 2027 Proposed construction would include irrigation updates and replacing the landscape plantings and sod along 691h 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 Belivue and Lions parks. Park Bleacher Replacement - 2031 Replace six 5-row and seven 3-row bleachers used in various parks. Park Bleacher Replacement - 2032 Replace four 10-row bleachers used in Centennial Park (softball and soccer). Project Summaries Page 157 2018-2032 Capital Improvement F1DJ1IL11LUf Brooklyn Boulevard Corridor Project (49th 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 .3mile 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 9 6 and 6A from the Corridor Study. Lilac Drive will also be extended from New Millennium Academy to the TH 100 south ramp. Brooklyn Boulevard from Bass Lake Road to the southerly City limits (49t 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 future but are anticipated to include Hennepin County funding, Three Rivers Park District funding and City funding. Miscellaneous Retaining Wall Replacements 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 and replace retaining walls located at the south end of Azelia Avenue (dead end turnaround location) 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 funding partnership and proportions are to be determined in the future but are anticipated to include federal funding, Hennepin County funding, Three Rivers Park District funding and City funding. TH 252166th 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 funding partnership and proportions are to be determined in the future but are anticipated to include federal funding, City funding 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, 57 1h Avenue and 691h Avenue). A full evaluation will be performed subsequently. Project Summaries Page 158 2018-2032 Capital Improvement