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2015 12-07 CCP Budget Hearing and Special Meeting
[SII1I1EIi U fl U U ak'A L I k'A [0] 1WI U1IJhYA I DATE: December 7, 2015 TO: City Council FROM: Curt Boganey, City Managç SUBJECT: 2016 Budget and Property Tax Levy Payable in 2016 Recommendation: It is recommended that the City Council conduct a public hearing, receive comments and consider adoption of recommended budgets for fiscal year 2016. 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 7th 2015 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: • Receive the budget report and hold the statutorily required public hearing • Hold an HRA meeting to consider the adoption of an HRA levy and budget • Hold an EDA meeting to consider the adoption of an EDA budget • Hold a City Council Meeting to • Receive the City Manager's proposed budget • Adopt the Final Property Tax Levies • Adopt the Annual City Budget for all funds • Approve the 2016-2030 CIP and 2016 Capital Program Strategic Priorities: • Resident Economic Stability • Targeted Redevelopment • Enhanced Community Image • Inclusive Community Engagement Mission: Ensuring an attractive, clean, safe, inclusive co,nniunifl' that enhances the quality of life for all people and preserves the public (rust I100I1 I U I I LA I [I] 1ihI P1SJh'A I Strengthened and Empowered Youth Key Infrastructure Investments Mission: Ensuring an attractive, clean, safe, inclusive coniiiiuiiiti' that enhances the quality of life for all people and preserves the public trust CITY COUNCIL MEETING PUBLIC MEETING ON BUDGET AND PROPERTY TAXES City of Brooklyn Center December 7, 2015 AGENDA 1.Call to Order - 7 p.m. —The City Council requests that attendees turn off cell phones and pagers during the meeting. 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Consideration of 2016 Budget a.City Manager's Budget Transmittal Letter for 2016 Fiscal Year Requested Council Action: —Motion to accept letter. b.Resolution Approving Final Tax Capacity Levies for the General Fund and Housing & Redevelopment Authority and Market Value Tax Levy for the Debt Service Fund for Property Taxes Payable in 2016 Requested Council Action: —Motion to adopt resolution. C. Resolution Adopting the 2016 Annual City Budget Requested Council Action: —Motion to adopt resolution. d. Resolution Approving the 2016-2030 Capital Improvement Plan and Adopting the 2016 Capital Program Requested Council Action: —Motion to adopt resolution. 4. Adjournment I CITY OF BROOKLYN CENTER A GREAT PLACE TO START, A GREAT PLACE TO STAY www.cityofbrooklyncenter.org To: Mayor Willson and Councilmembers Graves, Lawrence-Anderson, Myszkowski and Ryan From: Cornelius L. Boganey, City Maria IV 4e Date: December 7, 2015 RE: 2016 Final Budget Adoption It is my pleasure to transmit the 2016 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 2016 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 2015. The expenditure levels are focused on maintaining current services and on the achievement of the strategic goals and priority outcomes adopted by the City Council. The overall General Fund bud g et increase is 1.96% and the overall tax levy increase is 3.99%. The property tax levy increase is, in large part, a result of a new debt service payment dedicated for the repayment of a 2015 bond issue used to finance neighborhood infrastructure reconstruction improvements. The Median Value Residential Property in the City is $142,100 compared to the prior year value of $13 1,400, which is an increase in market value of more than 8%. Despite the significant increase in residential property market values, property values have not yet fully recovered to previous levels of residential property values. The Median Value Residential Property will pay approximately $825 in City property taxes in 2016 compared to $742 in 2015, which is an increase of $83. The 2016 Budget incorporates the following significant items: o Issuance of $9.5 million of debt to finance capital improvements including the street, water, sanitary sewer and storm drainage portions of the infrastructure improvement project for Palmer Lake West Area Reconstruction, mill and overlay improvements, City Hall Community Center Police & Fire Departments 6301 Shingle Creek Parkway 6301 Shingle Creek Parkway 6645 Humboldt Avenue NorthBrooklyn Center, MN 554302199 Brooklyn Center, MN 55430-2199 Brooklyn Center, MN 55430-18537635693300 Fax: 763.569.3494 763.569.3400 Fax: 763.569.3434 763.569.3333. Fax: 763.561.0717 Water Tower No. 3 painting, sanitary sewer lining and storm pond rehabilitation projects. This debt issue provides the needed funding for the continuation of our street and utilities neighborhood reconstruction program. • Creation of a full-time Fire Inspector position and the incremental expansion of duty crew shifts by 2.5 hours (12 hour model), which will allow the City to achieve the annual goal of completing all fire inspections and life safety education classes. • Addition of part-time positions in utility billing and information technology to support the increasing demands of these functions. • Personnel costs include a two percent general wage adjustment, a $65 increase in the monthly contribution to the cafeteria plan of full-time employees, and an expected vacancy savings of $230,000. An appropriated contingency of $100,000, in the General Fund, available for unanticipated expenditures. The Proposed 2016 Levies On September 14, 2015, the City Council adopted the 2016 preliminary budget and maximum tax levies. There are three funds that require a tax levy; the General Fund, the Debt Service Fund and the Housing and Redevelopment Authority Fund. The proposed final levy is as follows: General Fund - Operations Levy $ 14,669,750 General Fund - Abatement for Economic Development 59,000 Debt Service - Public Improvement Bond 639,485 Total Levy $ 15368,235 Housing and Redevelopment Authority $ 308,518 The General Fund is the primary operating fund for government business of the City. The proposed General Fund Budget is as follows: The Proposed 2016 General Fund Budget Revenues Property Tax (net)$ 14,728,750 Excess Tax Increment 380,000 Lodging Tax 895,000 Licenses and Permits 806,850 Intergovernmental Revenue 1,386,437 Charges for Service 813,397 Fines and Forfeits 301,500 Other Revenue 471 ,226 Total General Fund Revenue $ 19,783,160 2 Expenses General Government $ 2,915,671 Building and Grounds 841,331 Police 7,934,406 Fire and Emergency Preparedness 1,358,383 Planning & Zoning 163,761 Building & Community Standards 1,109,474 Public Works 3,735,795 Community Activities, Recreation & Services 1,627,484 Other Services 575,125 Risk Management 236,438 Central Supplies and Services 142,080 Reimbursement from Other Funds (1,049,324) Transfers Out 192,536 Total General Fund Expenditures $ 19,783,160 Strategic Focus For the past several years the City Council has remained focused on the achievement of strategic priorities and each year the budget has been crafted as a policy implementation tool focused on the achievement of these strategic priorities. This 2016 business plan focuses on the Council adopted 2016-2018 Strategic Priorities of Resident Economic Stability, Targeted Redevelopment, Enhanced Community Image, Inclusive Community Engagement, Strengthened and Empowered Youth, and Key Infrastructure Investments. During this year's budgeting process department heads identified key initiatives and value propositions for their divisions focused on the achievement of strategic priorities, which are included in their respective narratives. The definitions of the Strategic Priorities and examples of some of those key initiatives for 2016 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. In 2016 the city will collect, analyze and share data with business, education and government leaders to establish a collaborative effort strategically addressing the disparity of income and economic opportunity for residents. We will focus our efforts on achievement of the following strategic initiatives • Establishing a multi-sector workforce collaborative • Development of anew job creation strategy • Community-wide education and training strategy • New business start-up strategy Targeted Redevelopment Redeveloping properties to the highest value and best use will accomplish our goals regarding housing, job creation, and growth of the City's tax base. We will appropriately prepare sites and provide the necessary supporting infrastructure investments to guide redevelopment of publicly- and privately-owned properties. • Continued development of Shingle Creek Crossing (former Brookdale Mall) Work with the developer in the completion of the Phase II Building Improvements, which include additional building pad sites and vehicle and pedestrian access improvements. • Commence redevelopment of the South Opportunity Site Area We will process a preliminary plat for the redevelopment of the EDA' s properties within the Southern Portion of the Opportunity Site with street improvement that incorporate the principles of Active Living and infrastructure improvements to facilitate the redevelopment of a phased Residential/Commercial PUD. We anticipate completing the public street and infrastructures improvements and process a final plat to facilitate the 1st phase development of 120-150 market rate apartment units. Brooklyn Boulevard Senior Housing Redevelopment of the former Cars with Heart Site We will complete the rezoning and site plan approval for the development of 140 units of affordable assisted care for senior housing and 24 units for specialized senior care. This will include the completion of a Tax Increment Agreement that will provide for the issuance of a Pay-As-Go-Note to address the Project's need for financial assistance and define the terms for the conveyance of EDA property and 2 mortgage security to be held by the EDA. Enhanced Community Image Our ability to attract and retain residents and businesses is influenced by the perception of the City. We will take specific actions to assure that Brooklyn Center is recognized by residents, businesses, stakeholders, and visitors as a high quality, attractive, and safe community. • Stabilize and improve residential neighborhoods We will coordinate and inspect residential rental properties in accordance with city code requirement and implement the recognition program for rental properties. We will continue implementation of housing and NSP programs with fourteen NCP properties completed in 2015 and two additional properties in the process of being acquired for 2016. • Safety Proactively improve customer service through the incremental implementation of a new staffing model and improve the quality and delivery of fire prevention and safety education. This includes incrementally expanding the duty crew shifts to a 12 hour model with the long term goal implementing a 24 hour duty crew staffing model. Hire a full-time Fire Inspector to meet our annual goal of completing all fire inspections and life safety education duties. We will engage the media on stories that spotlight police efforts in crime reduction and citizen engagement. This will include allowing better and more frequent access to police personnel and activities. e 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 to evaluate the Baidrige system as one way of developing an ongoing process improvement practice. We will continue our monthly double dozen meetings with an increased emphasis on management training, introduction of best practices and strategic planning. 0 Customer Focus We will continue to focus on increasing the awareness of Centerbrook Golf and attempting to grow the game locally, with concentration on youth, women, new golfers and fling golf. Through marketing efforts, we will highlight Earle Brown Heritage Center and the City of Brooklyn Center. The Earle Brown Heritage Center is one of the region's premier conference and events facilities, and a centerpiece of the community. The addition of a beer cave to BC Liquor Store #2 will meet customer changes in craft beer interest and improve operation efficiency related to with beer inventor restocking needs. Implementation of the Invoice Cloud utility billing payment acceptance software will allow additional convenient and secure methods of payments online and through an automated phone system. Inclusive Community Engagement In order to provide effective and appropriate services, we must clearly understand and respond to community needs. We will consistently seek input from a broad range of stakeholders from the general public, non-profit, and for-profit sectors. Efforts to engage the community will be transparent, responsive, deliberately inclusive, and culturally sensitive. We will continue the Brooklyn Center Citizens Leadership Academy also known as 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. Inclusion and Diversity efforts will continue We will continue our Inclusion and Diversity efforts. The long term goal is to establish an organizational culture that promotes participation, engagement and creativity for employees while developing an intimate understanding and appreciation of our diverse customers/citizens. Our goal is to improve our ability to serve and encourage community ownership and public trust. We will continue the work our Diversity and Inclusion Council established in 2015, facilitated by the vendor Inclusion Inc. In 2016 the efforts of the Council will expand to include more of an external customer focus. The Council will continue to prioritize, organize and implement the recommendations of the client audit conducted by Inclusion Inc. Amphitheater Programming The new Centennial, Civic & Veterans Memorial Amphitheater was completed in late 2015. The 2016/2017 budget includes an allocation for a full slate of entertainment events for 2016 and 2017. We will program this venue and make it available to the community to help showcase the diversity of cultural interests in Brooklyn Center. It will be a place where we can all share and celebrate the unique ethnic and cultural variety that is Brooklyn Center. Strengthened and Empowered Youth Youth are a valued resource with the ability to enhance the community with their enthusiasm, energy, and capacity to contribute. We are committed to a coordinated system of high-quality, accessible, and fully resourced opportunities that lead to an increase in high school graduation and pathways to college or career and reductions in young people's experience to violence. . Mobile Recreation Initiative This initiative will be a completely new line of recreation programming in 2016. Instead of hosting a program at a designated site, we will bring the programming out into the community. We will match program locations to areas with a high density of youth, ensuring the most critical areas of the community are served. We are beginning with four sites in 2016 and expanding to eight sites in 2017. Engage troubled youth with alternatives to Court interventions by means of Diversion to improve outcomes We will work to engage youth who have entered the criminal justice system at the first sign of trouble and direct them to resources that focus on improving their contribution to the community. We will identify youth who have been exposed to domestic violence in their home to resources within Cornerstone domestic abuse services that can benefit them. Engage all youth with positive and constructive contacts with police We will expand our youth outreach activities to build on our already existing open gym activities, Safety Camp and Elementary School "cop talks". Key Infrastructure Investments Proactively maintaining an efficient and effective infrastructure will meet the high level of community expectations. We will plan for and invest in critical infrastructure improvements that enhance safety, improve life quality, and support opportunities for redevelopment, while sustaining the natural environment. Brooklyn Boulevard Corridor and TH 252 We will solidify the funding partnership for the Brooklyn Boulevard Corridor Phase 1 (4911 Avenue to Brooklyn Boulevard). We will also finalize the TH 252 Corridor Study and work with regional partners and jurisdictions to advocate the TH 252 conversion to a freeway to be placed in the Minnesota Highway Investment Plan (MnSHIP). CIP Funding In 2016 we will implement the 23' year of the street and utility construction program by providing the needed capital improvements, which increase value to the public infrastructure and provide a catalyst towards other aesthetical improvements and value throughout neighborhoods Citywide. Capital Improvement Funding Strategy We will continue to use and review our financial strategy that uses a combination of General Obligation Improvement Bonds, Utility Revenue Bonds, a Minnesota Public Facilities Authority (PFA) loan and Utility Fund rate adjustments to fund Capital Improvement projects. Other ta 6% Property tax 75% Licenses & Inter Charges for Fines & permits governmental services forfeitures revenue General Fund Revenue Summary The 2016 General fund budgeted revenues total $19,783,159, which is an increase of $380,558 (1.96%) from 2015. Property tax revenue represents 75 percent of the General fund budget. The majority of the revenue increase is a result of increases in the general tax levy of $347,216, building permit revenues of $108,250, and miscellaneous special assessments of $45,000. These increases were partially offset by budgeted revenue reductions in excess tax increment revenues of $110,000 and charges for services of $41,603. In 2014, the City adopted a policy that would receipt half of the local government aid received for operations and half for capital improvements. This policy is intended to reduce the operational reliance on local government aid. The General fund includes budgeted local government aid of $767,072. General Fund Expense Summary Community Public works Community - - lg% Activities, 'Jon- rtmental 5% General vernmeflt 18% Police 38% 8 The 2016 General Fund budgeted expenditures total $19,783,159, which is an increase of $380,558 (1.96%) from 2015. The 2016 Budget shows 38 percent of the Brooklyn Center's General Fund expenditures are for Police ($7,934,406). The remaining significant amounts include 18 percent for Public Works ($3,735,795), 18 percent for General Government ($3,757,001) and 8 percent for Community Activities, Recreation and Services ($1,627,484). The 2016 General Fund Budget incorporates the following significant items: • Personnel. It should be noted that salaries and benefits represent approximately 69 percent of the General fund expenditure budget. Significant changes to personnel include: • A two percent increase in employee base wages, resulting in an annual cost of $183,669. • A $65 increase in monthly cafeteria contributions for full-time employees that participate in a high deductible health plan, resulting in an annual cost of $92,049. • Creation of a full-time Fire Inspector position and the incremental expansion of duty crew shifts by 2.5 hours (12 hour model). The estimated net annual cost of these changes amount to $46,026. The new position will allow the City to meet our annual goal of completing all fire inspections and life safety education duties. • Addition of a part-time Utility Billing Clerk to help provide billing and payment entry support of the City's 9,000 utility accounts. The estimated annual cost of this position is $19,128. • Addition of a part-time Information Technology Technician to support the increasing software and equipment needs of the City. The 'estimated annual cost of this position is $27,686. • Increase in the estimated vacancy/turnover savings of $80,000 to a total estimated savings of $230,000. • Replacement of the Fire Department's Self Contained Breathing Apparatus (SCBA), in order to continue to provide the necessary safety equipment for our fire fighters. In 2016, we have budgeted $48,525 for the first payment of a five year lease to own program. • Includes $50,000 budgeted for continued support of the City's Inclusion and Diversity efforts. In 2016, effort will be expanded to include an emphasis on external customers. • Implementation of Recreation Registration software for community recreation programming and payment acceptance. The total cost of the software is $40,000. • A Mobile Recreation Initiative, that provides a completely new line of recreation programming. This will allow us to match program locations to areas with a high density of youth, ensuring the most critical areas of the community are served. The budgeted cost to operate with four initial sites is $15,000. • Replacement of Police bullet proof vests and safety supplies for a total amount of $43,000. This would include the replacement of all nine defibrillators used in patrol squad cars. • The General Fund budget includes a $100,000 contingency for unanticipated expenditures that may arise during the year. Taxable Market Value L c Commercial Payable 2015 $284,830,700 Payable 2016 $284,999,900 Change 0.1% Farm 179,400 179,000 -0.2% Industrial 116,400,900 121,951,800 4.8% Residential 881,896,576 982,237,430 11.4% Apartment 186,954,600 195,627,580 4.6% Other 456,000 456,000 0.0% Totals $1,470,718,176 $1,585,451,710 7.8% The City's taxable market value is estimated at $1,585,451,710, which is an increase of $114,733,534 or 7.8 percent from last year. For the 2 " consecutive year the taxable market value increase is driven by increases in residential (11.4%) and apartment (4.6%). Industrial taxable market value increased by 4.8% and commercial had a small taxable market value increase. Tax Capacity Payable 2015 Tax Capacity % Payable 2016 Tax Capacity % Other d Other Apartment 0.0% Apartment 11.8% 11.6% . commercial -Commercial Residential 29.5% 46.6% - Residential 27.8% 48.7% industriallriduitdal' 11.9% -. J..C.r4c.tyMI 11/OS/2114 Ia.r;:i iui,non 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. As shown in the above chart, the increase in residential market value has resulted in a shift in total tax capacity from commerical to residential. Residential now represents 48.7% of the City's tax capacity. The total tax capacity of the City is estimated at $21,599,516 compared to $20,703,061 in 2015, which is an increase of $896,455 (4.3%). 10 Property Tax Implications 0 $900 $850 $150,000 R $800 $140,000 $750 $130,000 $700 $650 $120,000 ::::$110,000 I$100,000 _____________ $500 2010 -----i2011 2012 20 13 2014 2015 2016 [EIAnnual City Taxes $805 $818 $715 $674 $661 $755 $854 in Estimated Market Value $153,600 $137,400 $133,800 $119,800 $114,200 $131,400 $142,100 The median value home last year had an estimated market value of $131,400 and a taxable market value of $105,986. The price of that median value home went from $131,400 to $142,100 with a taxable market value of $117,649. Asa result of the market value increase, the City (including HRA) property tax will increase by an estimated $99 from $755 to $854. The chart shown above provides information on the median value home and City property taxes paid since 2010. The red bar and amounts on the left axis represent the median value home. In 2010, that value was $153,600 which subsequently decreased each year to its lowest value in 2014 of $114,200. For 2016, we are seeing the 2"d consecutive year of increases in home values. The grey shaded area and the amounts on the right axis is the property tax amount paid on that median value home. In 2010 the median value home paid $805 in City property tax, similar to the market value, we have seen a steady decline in City property taxes leading up to the last two valuations. Despite seeing residential property values recover significantly for the year, the values still remain below the amounts from 2010. 11 Fire & Emergency/ Preparedness, $57 Comr" Servic Public Works, Community Technology $158 Recreation, $69 Improvements, General Government $115 Police, $336 Golf Course, $2 _Other, $40 Breakdown of Property Taxes School. Districts 32% Metro Taxing Other Taxing Districts Districts 2% N\ \ 3°/ City of Brooklyn Center 38% Hennepin County 25% *B ase d on a Residential Property in School District 9279 City taxes account for 38 percent of property taxes paid by homeowners living in Brooklyn Center (based on the preliminary 2016 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. 2016 Cost of General Fund - Median Value home The chart shown above provides a cost breakdown of the property taxes paid by the median value home. This chart provides an approximate tax dollar cost of the services provided by the 12 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 2016, the typical homeowner will pay approximately $336 for police, $158 for public works, $115 for general government, $69 for community recreation, $57 fire and emergency preparedness and $54 for community services. 2016 Capital Projects & Equipment Replacement 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 $14.54 million of improvements budgeted for 2016, including Palmer Lake West Area Reconstruction, mill and overlay improvements, 57 t" Regional Trail, Sanitary Sewer Lining (South of 1-694 to 57th Avenue) and the painting of Water Tower No. 3. Funding for these projects come from a variety of different sources. The complete CIP can be found in the Capital Improvement Program section towards 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 2016, the City is scheduled to replace $425,510 in vehicles and equipment. The detailed listing of equipment scheduled for replacement in 2016 and 2017 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 two years the Liquor Fund has transferred $579,000 to the Capital Improvements Fund for future projects. Centerbrook Golf Course The mission of Centerbrook Golf Course is to be a premier value Minnesota golf course offering a challenging, well-conditioned course and exceptional customer service. Centerbrook Golf Course is a nine (9) hole, par three (3) golf course owned and operated by the City of Brooklyn Center. Even with the challenges of declining golf rounds, we are optimistic that many of the initiatives and course improvements will begin to reap dividends going forward; yet it is assumed that an annual subsidy for this recreational activity will be 13 required for the foreseeable future. Our objective is to minimize the required subsidy each year by growing demand and improving efficiency. Earle Brown Heritage Center The Earle Brown Heritage Center (EBHC) is comprised of the Convention Center with Administrative Services, Catering Services and Commercial Office Rentals. These Divisions provide for the provision of maintenance, conference services, custodial functions, development, preparing, equipment servicing, and serving of food and beverage for events at Earle Brown Heritage Center. Maintenance of buildings and grounds of the commercial office spaces located at EBHC for two tenants. Additionally, the EBHC has a management agreement with Flik International for the food and beverage. Public Utility Funds The Public Utility Funds track revenues and expenditures for fee based public utility services provided by the City. These funds operate on their own ability to generate revenues and receive no property tax support. Each year the City Council reviews the operations of these funds and sets rates based on the needs for operations, capital spending and debt service payments. The City operates the following five Public Utility Funds: Water Fund The City has approximately 121 miles of water main, over 1,300 water valves and 1,000 fire hydrants providing service to over 7,000 single-family residential connections and approximately 1,600 apartment/commercial/industrial customers. The budget includes a rate increase for the Water Utility for both base and consumption charges. The City currently has a quarterly base charge of $10.00 per residential and commercial irrigation meter. In addition to this base charge, the City charges a consumption charge of $1.66 per 1,000 gallons (up to 30,000 gallons per quarter). The 2016 rates will increase to $12.20 per residential meter and $2.03 per 1,000 gallons, which is an increase of $2.20 per quarter in base charges and $0.37 in the consumption charge per 1,000 gallons. Multi-family, commercial and industrial properties currently pay a quarterly base charge depending on the size of the meter and a consumption rate of $2.07 per 1,000 gallons. The 2016 consumption rate will be adjusted to $2.53 per 1,000 gallons, which is an increase of $0.46. The amount by which the water bills at any particular property will be affected by rate increases depends on the size of the meter connection and the amount of water consumed. The change in the quarterly utility bill for a household using 18,000 gallons of water (considered the typical residential user) is estimated to be $8.86 per quarter. Water rate increases are driven by the City's construction of a water treatment plant, which will reduce the level of manganese from our water supply. The water treatment plant is currently under construction and is expected to be up and running by the end of 2015. The (estimated) total cost for the water treatment plant is $19.98 million. Immediate financing will be achieved through a low interest loan under the Drinking Water Revolving Fund through 14 the Minnesota Public Facility Authority (PFA) loan program. The loan will be repaid over twenty years of one percent, which calculates to annual repayments of approximately $1.1 million. Water rates will be adjusted over the next three years to provide sufficient revenue for these annual loan repayments. The City annual compares its utility rates to nine other cities that are considered to be similar to Brooklyn Center. The results of that comparison show that even with an increase in water rates budgeted for 2016, Brooklyn Center will continue to have the third lowest rates among comparison cities as shown below: $120.00 $100.00 $80.00 $60.00 $40.00 $20.00 $- White Bear Fridley Brooklyn Shoreview Richfield Maplewood Crystal Golden Roseville New Hope Lake Center- Valley 2016 Sanitwy Sewer Fiiiid 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 funds' operating expenditures. The City currently charges a quarterly base charge of $78.45, which will increase to $80.02 in 2016. The $1.57 quarterly increase is predominantly driven by the replacement cost of sanitary sewer infrastructure related to the neighborhood reconstruction projects over the upcoming years. Storm Seiver 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. There will be no changes to the current Storm Sewer fees. The current fees are sufficient to cover costs and meet fund balance targets for the near term future. 15 Street Lighting Fund The City provides electrical service, maintenance, repair and replacement of lights owned by the City. The City owns approximately 71 ornamental lights, primarily in the Earle Brown commercial area, 85 ornamental lights on Brooklyn Boulevard, 40 ornamental lights along Xerxes Avenue, 72 ornamental lights along Bass Lake Rd and 57th Avenue and leases approximately 915 lights from Xcel Energy. Another 97 lights owned by the City are located on traffic signal systems. There will be no changes to the current Street Lighting fees. The current fees are sufficient to cover costs and meet fund balance targets for the near term future. Recycling Fund The Hennepin Recycling Group (HRG) is a joint powers organization consisting of the cities of Brooklyn Center, Crystal and New Hope. The HRG is responsible for managing a comprehensive recycling and waste education system for the residents of these cities. Residents pay a Recycling Service fee on their utility bill for curbside recycling, the use of a yard waste and tree branch drop off site, and proper waste management and special material education and services. The City currently charges a quarterly base charge of $9.10 in 2015. The Recycling Fund is currently below their targeted minimum cash balance and the additional revenue would bring the utility closer to that targeted cash balance. Housing and Redevelopment Authority The Housing and Redevelopment Authority (HRA) levy for 2016 is $308,518, which is an increase of $28,058 from 2015. State law establishing a HRA provides for an operating levy of up to 0.0185% of the taxable market value within the jurisdiction to carry out the purposes of the Authority. In Brooklyn Center after forming an HRA, the City established an Economic Development Authority (EDA) that assumed and expanded the HRA responsibilities into the areas of economic development. The HRA levy is required to provide the funding for the EDA activities. 16 Member introduced the following resolution and moved its adoption: RESOLUTION NO. RESOLUTION APPROVING FINAL TAX CAPACITY LEVIES FOR THE GENERAL FUND AND HOUSING & REDEVELOPMENT AUTHORITY AND MARKET VALUE TAX LEVY FOR THE DEBT SERVICE FUND FOR PROPERTY TAXES PAYABLE IN 2016 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, 2015. 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 7, 2015 Date Mayor $14,669,750 59.000 $14,728,750 $ 639,485 $15,368,235 S 308,518 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 2016 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 2016. NOW THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that revenues and appropriations authorized for 2016 shall be: General Fund Revenues and Other Sources Property Taxes $14,728,750 Excess Tax Increment 380,000 Lodging Tax (Gross Receipts)895,000 Licenses and Permits 806,850 Local Government Aid 767,072 Other Intergovernmental Revenues 619,365 Charges for Services 813,397 Fines and Forfeits 301,500 Miscellaneous Revenue 191,226 Special Assessments 130,000 Other Financing Sources 150,000 Total General Fund Revenues 19,783,160 Appropriations and Other Uses General Government $ 2,915,671 General Government Buildings 841,331 Police 7,934,406 Fire & Emergency Preparedness 1,358,383 Planning & Zoning 163,761 Building & Community Standards 1,109,474 Public Works 3,735,795 Community Activities, Recreation & Services 1,627,484 Convention and Tourism 425,125 Joint Powers 150,000 Risk Management 236,438 Central Services and Supplies 142,080 Reimbursement from Other Funds (1,049,324) Transfer Out-Miscellaneous 192,536 Total General Fund Appropriations $ 19,783,160 RESOLUTION NO. Special Revenue Funds Revenues and Other Sources Economic Development Authority $ 465,003 Housing and Redevelopment Authority 308,518 Community Development Block Grant 350,000 Police Forfeitures 35,776 TIF District #2 12,886 TIF District #3 3,207,394 TIF District #4 422,328 TIF District #5 483,800 City Initiatives Grant Fund 256,001 Total Special Revenue Funds J-5, 54L706 Appropriations and Other Uses Economic Development Authority $ 446,627 Housing and Redevelopment Authority 308,518 Community Development Block Grant 350,000 Police Forfeitures 55,656 TIF District #2 - TIF District #3 3,350,339 TIF District #4 440,846 TIF District #5 481,620 City Initiatives Grant Fund 779,265 Total Special Revenue Funds $6212871 Debt Service Funds Revenues and Other Sources 2004D GO TIF Bonds $ 1,653,388 2006A GO Improvement Bonds 51,471 2008A GO TIF Bonds 143,063 2008B GO Improvement Bonds 197,700 2013A GO TIF Bonds 432,838 2013B GO Improvement Bonds 664,882 2015A GO Improvement Bonds 473,702 2015B GO TIF Bonds 100,500 Total Debt Service $ 1717,544 Appropriations and other Uses 2004D GO TIF Bonds $ 8,324,888 2006A GO Improvement Bonds 136,440 2008A GO TIF Bonds 143,063 2008B GO Improvement Bonds 272,045 2013A GO Improvement Bonds 432,838 2013B GO Improvement Bonds 632,225 2015A GO Improvement Bonds 78,713 2015B GO TIF Bonds 211,600 Total Debt Service $-"1,,2 3.812 RESOLUTION NO. Capital Project Funds Revenues and Other Sources Capital Improvements Fund $ 2,606,999 Infrastructure Construction Fund 814,205 Municipal State Aid (MSA) Fund 989,000 Capital Reserve Emergency 6,962 Street Reconstruction Fund 2,896,009 Earle Brown Heritage Center Capital Fund 218,328 Technology Fund 140,608 Total Capital Project Funds 7.672,111 Appropriations and Other Uses Capital Improvements Fund $ 2,184,000 Infrastructure Construction Fund 1,302,025 Municipal State Aid (MSA) Fund 940,000 Street Reconstruction Fund 2,231,000 Earle Brown Heritage Center Capital Fund 342,000 Technology Fund 106,500 Total Capital Project Funds $ 7,105,525 Enterprise Funds Revenues and Other Sources Brooklyn Center Liquor $ 5,961,646 Centerbrook Golf Course 287,250 Earle Brown Heritage Center 4,826,790 Total Enterprise Funds &H ,075,686 Appropriations and Other Uses Brooklyn Center Liquor $ 6,025,091 Centerbrook Golf Course 285,734 Earle Brown Heritage Center 5,621,281 Total Enterprise Funds S 11.932.106 Public Utility Funds Revenues and Other Sources Water Fund $ 6,192,796 Sewer Fund 6,591,685 Storm Sewer Fund 3,324,947 Street Lighting Fund 451,859 Recycling Fund 316,565 Total Public Utility Funds $ 16,877.852 Appropriations and Other Uses Water Fund $ 6,976,955 Sewer Fund 6,298,072 Storm Sewer Fund 3,416,010 Street Lighting Fund 469,572 Recycling Fund 307,754 Total Public Utility Funds S 17.468,363 RESOLUTION NO. Internal Service Funds Revenues and Other Sources Central Garage Fund Total Internal Service Funds Appropriations and Other Uses Central Garage Fund (w/o Depreciation) Total Internal Service Funds $ 1,852.144 1,852.144 $ 2,312,963 5 2.312.963 December 7, 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. Member introduced the following resolution and moved its adoption: RESOLUTION NO. RESOLUTION APPROVING THE 2016-2030 CAPITAL IMPROVEMENT PLAN AND ADOPTING THE 2016 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 2016-2030 Capital Improvement Plan together with the Financial Commission on July 6, 2015; 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 2016-2030 Capital Improvement Plan: and WHERAS, the City Council of the City of Brooklyn Center authorizes the 2016 Program be included in the 2016 Annual City Budget. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center that the 2016-2030 Capital Improvement Plan as set forth in Exhibit A to this Resolution be and hereby is adopted. December 7, 2015 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 Brook(yn Center 2016 CA J I u I J I ahI U PROGRAMI PROFILE The 2016-30 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 2015-2029 CIP makes a concerted effort to distinguish between major maintenance projects contained in the City's operating budgets and capital improvement projects financed through the City's capital funds and proprietary funds. Typical expenditures include the cost to construct roads, utilities, parks, or municipal structures. The CIP is predicated on the goals and policies established by the City Council, including the general development, redevelopment, and maintenance policies that are part of the City's Comprehensive Plan. A primary objective of the CIP is to identify projects that further these goals and policies in a manner consistent with funding opportunities and in coordination with other improvement projects. CIP Project Types The Capital Improvement Plan proposes capital expenditures totaling approximately $165 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 Iniprove,nents 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. 2016-2030 Capital Improvement Program P a g e Capital Maintenance Building Improvements Capital maintenance building improvements include short and long term building and facility improvements identified in the 18-year Capital Maintenance Building Program approved in 2007. CIP Funding Sources Capital expenditures by funding source for the fifteen-year period are shown in Table 1 and Figure 1. Major funding sources are described below. Public Utility Funds Customers are billed for services provided by the City's water, sanitary sewer, storm sewer, and street lighting public utilities. Fees charged to customers are based on operating requirements and capital needs to ensure that equipment and facilities are replaced to maintain basic utility services. Annually the City Council evaluates the needs of each public utility system and establishes rates for each system to meet those needs. 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 routes. The revenue for this fund is generated from franchise fees charged for the use of public right-of-way by natural gas and electric utility companies. The City's ability to provide adequate revenue for the Street Reconstruction Fund is currently one of the main limiting factors in determining the rate at which future street and utility improvements can be accomplished. Municipal State Aid (MSA) Fund State-shared gas taxes provide funding for street improvements and related costs for those roadways identified as MSA streets. The City has 21 miles of roadway identified as MSA streets and is therefore eligible to receive funding based on this designation. The annual amount available in 2015 is estimated to be $976,400 and provides for maintenance and construction activities within the City's MSA street system. It is expected that revenues from the State will incrementally increase from 2015 through 2021 due to a phased-in statewide reformulation in allotment computations for cities. 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% 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. 2016-2030 Capital Improvement Program P a g e 1 2 TABLE 1. 2016-2030 Capital Improvement Plan - Summary by Funding Source Total Funding Need 15-yr Average Annual Funding Need Percent of Total Need Water Utility $23,743,000 $1,582,867 14% Sanitary Sewer Utility $21,009,000 $1,400,600 13% Storm Drainage Utility $17,419,000 $1,161,267 11% Street Lighting Utility $2,540,000 $169,333 1% Municipal State Aid $10,096,000 $673,067 6% Street Reconstruction Fund $33,428,000 $2,228,533 20% Capital Projects Funds $33,045,000 $2,203,000 20% Special Assessment Collections $24,319,000 $1,621,267 15% TOTAL $165,599,000 $11,039,934 100% FIGURE 1. 2016-2030 Capita! Improvement Plan - Overview of Project and Funding Sources. Capital Improvement Plan by Funding Source Capital Projects, L 20% Storm Drainage,) 11% Streetejjjjjcjoj% etLight, 1% 2016-2030 Capital Improvement Program p a g e 13 COP PROJECT AREAS 2016-2023 • Ci(rot IJROOKLYNCENTER 51St Ave (France to Drew) - 2023 : Lyndale Ave -2023 Mill and Overlay Projects ° France Ave (north of 69th) -2017 Freeway Blvd (east of Xerxes) - 2016 0 0 Bellvue Area -2018 57th Avenue (Humboldt to 1-94) - 2016 0 O • Southeast Area -2019 ' 69th Avenue (Shingle Creek Pkwy to Dupont) - 2017 ° •-s Northwest Area -2022 - Completed Construction (86.3 Miles - 82% since 1993) November 2015 CC"0('4 0 EE( ('4 2c'4 CL aE (U acoC) (C U(C U, C • E()UCa (4(C 0 Ii 0 C) 0 I- -IIuIflhIhuulI•I liii 11111!___ ••1 IuuuIuuIuIHI !!iiiiii•iH • IlIuuIlI I!lull ti Ij •.a C)a) 0 Q_ 0 0I- C)a) 0)) LL aCCU 0 o C)C') 0)CC CO 0 5 E5CCC') 9U) a,cq CC . E < Z LL aE LL CC U CC C .a)• Ea,))aCa ),) 0) IIuuIuI 1111111111111 ., lBEEN.I'll....' jilili'• ijilil "I'll 'lull S I'll" III S.S..• S ••• S 6) 00 aI- <•0 LL it 0 CN fl2 C4 oZ 0.E 03 aCOC) PROJECT DESCRIPTIONS 2016-2030 Capital Improvement Program City of Brooldyn Center Table of Contents Streetand Utility Improvements....................................................................................................................13 Freeway Boulevard Mill and Overlay (East of Xerxes Avenue) —2016 ................................................... 13 571h Avenue Mill and Overlay (Humboldt Avenue to 1-94) - 2016 ...........................................................14 Palmer Lake West Area Improvements - 2016..........................................................................................15 69th Avenue Mill and Overlay (Shingle Creek Pkwy to Dupont Avenue) - 2017 ....................................16 France Avenue Mill and Overlay (North of 69 1h Avenue) - 2017..............................................................17 Evergreen Park Area Improvements - 2017 ..............................................................................................1 8 BeilvueArea Mill and Overlay - 2018 ......................................................................................................1 9 Firehouse Park Area Improvements - 2018 ...............................................................................................20 51st Avenue Improvements (at Brooklyn Boulevard) - 2018.....................................................................21 SoutheastArea Mill and Overlay - 2019 ...................................................................................................22 Humboldt Avenue (CR 57) Reconstruction (53(1 to 57th) - 2019 ..............................................................23 Interstate Area Improvements - 2019 ........................................................................................................24 Logan, Lilac and 5 9 1h Avenues Reconstruction - 2020..............................................................................25 Grandview Park Area Improvements - 2020 .............................................................................................26 Ryan Lake Industrial Park Area Improvements - 2021 .............................................................................27 Northwest Area Mill and Overlay - 2022 ..................................................................................................2 8 Knox, James and 54th Avenues Area Improvements - 2023......................................................................29 51st Avenue Improvements (West of France Avenue) - 2023 ...................................................................30 50th Avenue Improvements (France Avenue to Drew Avenue) - 2023 .....................................................31 53rd Avenue North Improvements (Penn Avenue to 4th Street) - 2023......................................................32 Lyndale Avenue Improvements - 2023 .....................................................................................................3 3 WoodbineArea Improvements - 2024.......................................................................................................34 Humboldt Avenue Improvements - 2024 ..................................................................................................35 Orchard Lane East Improvements - 2025 ..................................................................................................36 Orchard Park West Area Improvements - 2026.........................................................................................37 Meadowlark Gardens Area Improvements - 2026.....................................................................................38 53rd and Xerxes Avenue Improvements - 2026 .........................................................................................39 St. Aiphonsus Area Mill and Overlay - 2027 ............................................................................................40 67th and James Avenues Mill and Overlay - 2027 .....................................................................................4 1 John Martin Drive Mill and Overlay - 2027 ..............................................................................................4 2 Project Summaries P a g e 19 2016-2030 Capital Improvement Program 68th and Lee Avenues Mill and Overlay - 2027.........................................................................................43 73rd Avenue Mill and Overlay (Humboldt to Camden) - 2028..................................................................44 66th and Camden Avenues Mill and Overlay - 2028 .................................................................................45 Earle Brown Drive Area Improvements - 2028.........................................................................................46 Garden City Central Area Improvements - 2029.......................................................................................47 Garden City North Area Improvements - 2030 .........................................................................................48 Water Main and Sanitary Sewer Improvements ............................................................................................49 Sanitary Sewer Lining (Mississippi River Trunk South of 1-694 to 57th Ave) - 2016...........................49 WaterTower No. 3 Painting - 2016 .......................................................................................................49 Lift Station I Wet Well Improvements and Rehabilitation - 2017 ........................................................49 Water Tower No. 2 Painting - 2017 .......................................................................................................49 Lift Station No. 2 Rehabilitation - 2017.................................................................................................49 Well Motor Speed Controls (VFD) Upgrade Wells 4 and 10 - 2017.....................................................50 Lift Station No. 9 Forcemain Replacement - 2019 ................................................................................50 Water Tower No. 1 Painting - 2020 .......................................................................................................50 Lift Station No. 1 Controls Rehabilitation - 2021 ..................................................................................50 Lift Station Nos. 8 and 9 Rehabilitation - 2025 .....................................................................................50 Lift Station No. 2 Forcemain Lining Under 1-94 - 2030.......................................................................50 Sanitary Sewer Lining (Mississippi River Trunk North of 1-694 to 701h Ave/Willow Lane) - 2030.....50 Street Light and Traffic Signal Improvements ..............................................................................................51 Traffic Signal System Rehabilitation (69th and France Avenues) - 2017...............................................51 Earl Brown and Opportunity Area Street Light Replacement - Ornamental Lighting at Nodes - 201851 Intersection Improvements/Traffic Signal System Replacement at 66th Avenue and TH 252 - 2018 ... 51 Traffic Signal System Rehabilitation (Shingle Creek Parkway and Summit Avenue) - 2021...............51 Traffic Signal System Rehabilitation (Shingle Creek Parkway and John Martin Drive) - 2021 ...........51 Traffic Signal System Rehabilitation (Shingle Creek Parkway and Brookdale Square) - 2025 ............51 CapitalMaintenance Building Plan ...............................................................................................................51 Yearly Capital Maintenance Building Plan Projects..............................................................................51 StormWater Improvements...........................................................................................................................52 Storm Water Management Basins..........................................................................................................52 StormWater Pond 46 -001 - 2016...........................................................................................................52 StormWater Pond 50-001 -2016 ........................................................................................................... 52 StormWater Pond 52-001 - 2016...........................................................................................................52 StormWater Pond 58 -002 - 2016...........................................................................................................52 StormWater Pond 60-001 -2016 ........................................................................................................... 52 Project Summaries P age 110 2016-2030 Capital Improvement Storm Water Pond 26-005 - 2017.52 StormWater Pond 63 -006 - 2017...........................................................................................................53 StormWater Pond 41-001 -2018 ...........................................................................................................53 StormWater Pond 43 -001 - 2018...........................................................................................................53 StormWater Pond 60 -002 - 2018...........................................................................................................53 StormWater Pond 60 -004 - 2018...........................................................................................................53 StormWater Pond 62 -001 - 2018...........................................................................................................53 StormWater Pond 64 -002 - 2018...........................................................................................................53 StormWater Pond 35-003 - 2019...........................................................................................................54 StormWater Pond 35-004 - 2019...........................................................................................................54 StormWater Pond 12-001 -2021 ...........................................................................................................54 StormWater Pond 12-006-2021 ...........................................................................................................54 StormWater Pond 26 -004 - 2021...........................................................................................................54 Centennial Park East Emergency Pond Overflow Outlet Rehabilitation - 2016....................................54 Shingle Creek Reaeration Project - 2016 ...............................................................................................54 Opportunity Area Outlet Backflow Preventer Improvement - 2017......................................................54 701h Avenue Storm Sewer Trunk Line Rehabilitation - 2019.................................................................54 Connections at Shingle Creek Phase 2 - 2019........................................................................................55 61st and Perry Avenues Storm Sewer Improvement- 2020 ....................................................................55 651h Avenue Trunk Storm Sewer Rehabilitation —2021 ........................................................................55 Parkand Trail Improvements.........................................................................................................................55 57th Avenue Regional Trail Improvements (Logan Avenue to 1-94) - 2016 ........................................55 Brooklyn Boulevard City Entrance Signs Rehabilitation - 2016 ...........................................................55 69th Avenue Greenway & Cahlander Park Fence Replacement - 2016..................................................55 Northport Park Lighting Replacement Project - 2016............................................................................55 NorthportPark Shelter —2016 ................................................................................................................55 West Palmer Park Trail! Parking Lot! Basketball Court Repair - 2016.................................................55 Freeway Park Trail Replacement - 2016 ...............................................................................................56 Evergreen School Safe Routes to School Trail Improvements (SRTS Trails) —2017 ...........................56 West River Road Trail Improvements —2017 ........................................................................................56 Evergreen Park Trail and Parking Lot Improvements - 2017................................................................56 69th Avenue Trail Reconstruction (Shingle Creek to Dupont Avenue) —2017 ......................................56 Centennial Park East Trail Replacement - 2018....................................................................................56 Play Ground Equipment Replacement - 2019 through 2021 .................................................................56 Palmer Lake Trail Reconstruction - 2022..............................................................................................56 Project Summaries Page 11 2016-2030 Capital Improvement Miscellaneous Tennis Court Resurfacing - 2024 ...................................................................................56 Hockey Rink Rehabilitation and Replacements - 2026..........................................................................56 Irrigation Systems Rehabilitation and Replacements - 2026 .................................................................57 Centennial Park Softball Field Improvements - 2026............................................................................57 Softball/Baseball Fence Replacement - 2027.........................................................................................57 691h Avenue Trail Reconstruction - 2027...............................................................................................57 Evergreen Park Score Board Improvements - 2027...............................................................................57 69th Avenue Landscape Rehabilitation - 2027 .......................................................................................57 Park Trail and Parking Lot Lighting Improvements 2028...................................................................57 Centennial Ball Field Score Board Replacement - 2029........................................................................57 Park Name Sign Replacement - 2030.....................................................................................................57 Miscellaneous Projects and Improvements....................................................................................................57 Azelia Avenue and Northport Drive Retaining Wall Replacements - 2016 ..........................................57 Lilac DriveTrail Retaining Wall Replacement ( south of CR 57) - 2020 ............................................58 Retaining Wall Replacements (Miscellaneous Locations) - 2029 .........................................................58 Brooklyn Boulevard Corridor Project (49th Avenue to Bass Lake Road) - 2018...................................58 Brooklyn Boulevard Corridor Projects 7, 8, 9 and 10 (Bass Lake Road to 65th Avenue - 2020............58 Project Summaries P a g e 112 2016-2030 Capital Improvement Street and Utility !rnprovement Freeway Boulevard Mill and Overlay (East of Xerxes Avenue) - 2016 The Freeway Boulevard project area extends from Xerxes Avenue to the Shingle Creek bridge. The project area contains a total of 2,826 linear feet of local streets. The neighborhood consists of approximately 9 commercial/industrial properties. Streets This segment of roadway is designated as a Municipal -JL_- c 7 State Aid Route. Freeway Blvd was originally f constructed in 1974. The existing street is generally \1 ±TfTJp 45 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of deterioration due to higher volumes of traffic. The current cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent concrete apron replacement and a 3-inch mill and overlay of the bituminous pavement. Water main The existing water main in the Freeway Boulevard project area consists of 12-inch diameter cast iron pipe installed in 1974. The water main is in good condition based on current maintenance records. The current project cost estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer along the west half of the project area consists of 15-inch diameter reinforced concrete pipe installed in 1996. The existing sanitary sewer on the east half of the project area consists of 8- inch diameter vitrified clay pipe installed in 1974. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer on Freeway Boulevard consists of 12-inch to 30-inch diameter reinforced concrete pipe that drains to Shingle Creek. This storm sewer was installed in 1974. The current project cost estimate includes replacing structure castings as necessary within the project area. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 113 2016-2030 Capital Improvement 57th Avenue Mill and Overlay (Humboldt Avenue to I94) 2016 The 57th Avenue project area includes 57th Avenue from Humboldt Avenue to Interstate 94. The project area contains a total of 2,894 linear feet of local streets. The neighborhood consists of 42 residential properties. Streets 57th Avenue is designated as a Municinal State Aid Route. 5V - - TI P - - I _____ TI \\\ This project area was reconstructed in 1996. The road is 38 feet wide with concrete curb and gutter. The roadway surface has prematurely failed and excessive potholes have occurred in connection with the issues with the roadway chip sealcoat application. The current cost estimate assumes street improvements that consist of minor concrete repairs and a 2-inch mill and overlay. Water main The existing water main in the project area consists of 6-inch diameter ductile iron pipe (DIP) installed in 1996. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter and 10-inch diameter poly-vinyl chloride (PVC) installed in 1998 and 1999. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer in the project area consists of a trunk storm line that flows east to the Mississippi River. It contains 21-inch to 36-inch diameter reinforced concrete pipe (RCP) installed in 1996. The current project cost estimate includes casting replacement only. 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 standard rectilinear fixture and underground power. Project Summaries P a g e 114 2016-2030 Capital Improvement Palmer Lake West Area Improvements 2016 The Palmer Lake West project area extends from the north City limits to 691h Avenue and from France Avenue to West Palmer Lake Drive, excluding Palmer Lake Circle. The total project length is 11,621 feet. The neighborhood consists of approximately 198 residential properties. Streets The majority of the streets in the project area were originally constructed in 1956 and 1957. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main is 6-inch diameter cast iron pipe installed in 1956 and 1957. A majority of the existing water main is believed to have a cement based internal liner. The corrosion rate within the project area has not been thoroughly documented at this time. However, the project area has a history of water main breaks along West Palmer Lake Dr., Ewing Avenue and Woodbine Lane. Water records indicate ten main breaks have occurred within the area, and five properties have experienced frozen water service in past winters. The current project estimate includes complete water main replacement. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1956 and 1957. Lift Station No. 3 is located in the project area on West Palmer Lake Drive. The lift station was reconstructed in 1982, the force main was replaced in 1992, and the control cabinet was replaced in 2003. Approximately 75 percent of the sanitary sewer in the project area is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer An expansion of the storm drainage system within the project area is necessary to reduce local flooding and preserve street pavement. A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to a regional storm water management pond adjacent to Palmer Lake. A trunk storm sewer line extends along back property lines north of Urban Avenue. This line consists of 54-inch diameter reinforced concrete pipe installed in 1956. Expansion of the existing storm sewer system and higher capacity will be needed to minimize local flooding. The current project cost estimate assumes reconstruction of the existing storm sewer system within the street right-of-way, but does not include the replacement of the 54-inch diameter trunk storm sewer within the rear yards. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 18 wood poles with 18 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 115 2016-2030 Capital Improvement 69th Avenue Mill and Overlay (Shingle Creek ]Pkwy to Dupont Avenue) 2017 The 691h Avenue North mill and overlay project area extends from Shingle Creek Pkwy to Dupont Avenue North. The project area contains a total of 6,902 linear feet of local streets. The neighborhood consists of approximately 30 residential properties (RI), 1 R3 property, 5 R5 properties, 6 industrial (Il) and 5 commercial (C2) properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of 69th Avenue was reconstructed in 1996. The existing street ranges from 30 to 50 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of complete bituminous trail replacement, approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent apron replacement and a 2-inch mill and overlay. Water main The existing water main in the Avenue North project area consists of 16-inch diameter cast iron pipe (CfP) installed in 1960 and 24-inch diameter ductile iron pipe (DIP) installed in 1996. Based on current maintenance records, there have been three water main breaks in this area since the road was last reconstructed. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer on 691h Avenue consists of 4-inch vitrified clay pipe (VCP) installed in 1962, 8-inch diameter VCP installed between 1961 and 1969 and 12-inch diameter VCP installed in 1969. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer on the west half of the 69th Avenue project consists of 15-inch to 18-inch diameter reinforced concrete pipe (RCP) that drains to Shingle Creek. The east half of the 691h Avenue project consists of 12-inch to 30-inch diameter reinforced concrete pipe (RCP) that drains to the Mississippi River. All of the storm sewer on 69th Avenue was installed in 1996 when the road was reconstructed with the exception of 250 feet of 30-inch RCP installed in 1969. The current project cost estimate includes casting replacement as needed. Street Lighting The current cost estimate includes replacing the eight wood poles with eight fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 116 2016-2030 Capital Improvement France Avenue MIUI and Overlay (North of 69tI Avenue) 2017 The France Avenue North project area extends from 73 td Avenue to 69th Avenue. The project area contains a total of 2,635 linear feet of local streets. The neighborhood consists of approximately 59 residential properties (RI). Streets This segment of roadway is designated as a Municipal State Aid Route. This section of France Avenue was reconstructed in 1997. The existing street is generally 32 feet wide with concrete curb and gutter. The roadway surface has prematurely failed and excessive potholes have occurred in connection with the issues with the roadway chip sealcoat application. The culTent cost estimate assumes street improvements that consist of approximately 20 percent curb replacement, 20 percent sidewalk replacement, 25 percent apron replacement and a 2 inch mill and overlay. 3RD Avfl1 -fl I -H I J A- _F_ V _LT OF BROOKLYN PARK cm' OF BROOKLYN CENTER ViH iJt L Rti Lf'- NO [-q 44 69TH AVE H '=- - /ft4 - ________:7= Water main The existing water main on France Avenue North consists of 14-inch diameter ductile iron pipe (DIP) installed in 1997. The current project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer on France Avenue consists of 8-inch vitrified clay pipe (VCP) with a cured-in-place pipe liner installed in 1997 and an 8-inch diameter poly-vinyl chloride (PVC) installed in 1997. The current project cost estimate includes casting replacement only. Storm Sewer The existing storm sewer on France Avenue consists of 12-inch to 18-inch and 48-inch diameter reinforced concrete pipe (RCP) that drains to Palmer Lake. The storm sewer in the project area was installed in 1997 when the road was reconstructed with the exception of the 48-inch RCP installed in 1968. The current project cost estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the two wood poles with two fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 117 2016-2030 Capital Improvement Evergreen Park Area Improvements - 2017 The Evergreen Park project area extends from Humboldt Avenue to 1 State Highway 252 and from 69th Avenue to 73 Avenue. Dupont Avenue is not included in the project area. The total project length - is 16,996 feet. The neighborhood consists of approximately 214 \ / residential properties (RI to R5). H Streets 70th Avenue is designated as a Municipal State Aid Route. Most of the streets in the project area were originally constructed between 1963 and 1966. Existing streets are generally 30 feet wide with no curb and gutter. 70thi Avenue from Dupont Avenue to Hwy 252 has concrete curband gutter and ranges in size from 30 to 65 feet wide. 70th Avenue was constructed in 1982. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The Evergreen Park project area contains a complex water main system. This area contains five municipal wells and one water tower. The existing water main ranges in size from 6-inch diameter cast iron pipe to 30-inch steel pipe. The main line water main in the residential areas generally consists of 6-inch cast iron pipe installed between 1961 and 1965. A majority of the existing water main is believed to have a cement based internal liner. There is a history of water main breaks along 72nd Avenue, Woodbine Lane and Camden Avenue. Water records indicate 23 main breaks have occurred within the neighborhood, and 10 properties have experienced frozen water service in past winters. The current project estimate assumes replacement of the older 6-inch to 10-inch cast iron water main. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1961 and 15-inch reinforced concrete pipe installed in 1960. The south portion of the project area contains 8-inch diameter VCP installed in the 1958 and 1960. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current cost estimate includes complete replacement of the sanitary sewer. Storm Sewer A majority of the storm water runoff from the project area is conveyed to the Mississippi River. Emerson Avenue, Bryant Avenue and Camden Avenue have storm drainage systems that flow to 701h Avenue. and then to the Mississippi River. The trunk line on 701h Avenue consists of pipe ranging in size from 42-inch to 66-inch reinforced concrete pipe installed in 1960. The current project cost estimate assumes complete reconstruction of the existing storm system in the project area. The condition of the trunk storm sewer pipe along 70ih Avenue will be evaluated to determine the remaining service life. The project estimate includes complete storm sewer replacement and construction of a storm water treatment facility to treat regional storm water runoff prior to discharging to the Mississippi River. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P a g e 118 2016-2030 Capital Improvement Beilvue Area Mill 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 4th 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. -___A7\ l H\ aravul i HI 'I - i- P-4'1 F 1H HH H H i Streets Dupont Avenue is designated as a Municipal State Aid 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 Beilvue area was replaced with ductile iron pipe (DIP) in 1998 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch to 10-inch diameter CIP and 16-inch steel water main installed between 1964 and 1982. 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 poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 1998. The current project cost estimate includes casting replacement only. Storm Sewer The storm sewer in the Beilvue project area flows to two trunk lines on 55Ih 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 consist 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 reinforced concrete pipe (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 119 2016-2030 Capital Improvement Firehouse Park Area Improvements 2018 The Firehouse Park project area extends from 691h Avenue to Interstate 94 and from Humboldt Avenue to Highway 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 67th Avenue is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally constructed between 1964 and 1967. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area is 6-inch and 8-inch diameter cast iron pipe installed between 1961 and 1969. In 1974, a 16-inch diameter ductile iron water main was installed along 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 16 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 vitrified clay pipe (VCP) installed between 1961 and 1968 and between 1971 and 1974. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project estimate includes complete replacement of the sanitary sewer pipes and access structures and cured-in-place lining of the sanitary sewer that follows the 5th Street easement between 66 Avenue and 67 th Avenue. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on 65 1h 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 65th and 691h Avenues. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 120 2016-2030 Capital Improvement 51st Avenue Improvements (at Brooklyn Boulevard) 2018 The project area extends from the north property line of the Malmborg's Garden Center south and east to Xerxes Avenue. The total project length is 680 feet. The neighborhood consists of three residential properties (RI), two multi-family properties (RI) and one commercial property. Streets 1St Avenue east of Brooklyn Blvd is a designated Municipal State Aid Route. The streets in the project area were originally constructed in 1964. 51st 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 '// - 100 Q. 52N \\\\ II A road. The street pavement is deteriorated throughout most of the project area. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. This project is planned to be coordinated with the Brooklyn Boulevard Corridor Improvements between 491h Avenue and Brooklyn Boulevard. Water main The existing water main in the project area is 3-inch diameter cast iron pipe (CIP) installed in 1964. The current project estimate assumes complete replacement of the water main within the project area. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1964. The sanitary sewer on 51st 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 all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer The project area consists of two storm structures that convey water to the east into Minneapolis. The current cost estimate includes minor storm sewer repairs. 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 121 2016-2030 Capital Improvement Southeast Area Mill and Overlay 20119 -- — ---- --- — -- u1u II tLI--..• '1" - -- •1 - ..- I - ---!_iIII I::!k -- - ran ism —— ! --— flE--" =JUIL —— !;r:— --- MME=: •llE! ! I —— --— ----I!EU The Southeast project area extends from Interstate 94 to Irving Ave 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 6 multi- family properties. Streets Dupont Avenue is designated as a Municipal State Aid Route, The uiiiiieast area was iast 1u11uuL4cu 111 I -- r-1 I =Ii-1 nlr -1 1999. Dupont Avenue is 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 2 percent of the water main in the Southeast area was replaced with ductile iron pipe (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 four main breaks have occurred within the neighborhood, and six properties have experienced frozen water services in past winters. The current project cost estimate includes casting replacement only. Sanitary Sewer All of the sanitary sewer in the project area was replaced with 8-inch and 10-inch poly-vinyl chloride (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 55 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 reinforced concrete pipe (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 Page 122 2016-2030 Capital Improvement Humboldt Avenue (CR 57) Reconstruction (53`1to 57t) 2019 The Humboldt Avenue project area extends from 53 Avenue to 57thi 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 cast iron pipe (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. ii!iIiIUUI';;•wiIIiii=—i•=..ii—•11 E1_Ulbhl - - IL1 •i—i1a1:1 iii IIII Sanitary Sewer The existing sanitary sewer consists of 8-inch diameter vitrified clay pipe lateral sewers. These sewers were originally installed in 1952. Sanitary sewer between 53 td and 55th Avenues is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project cost estimate includes replacement of approximately 100 percent of the sanitary sewer. Storm Sewer The storm sewer on Humboldt Avenue consists of 18-inch diameter corrugated metal pipe that drains to a trunk line along 551h 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 decorative rectilinear fixture and underground power. Project Summaries P age 123 2016-2030 Capital Improvement Interstate Area Improvements 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 consist of the replacement of curb and gutter as necessary and placement of bituminous street pavement. Water main - The existing water main in the project area consists of 6-inch and 8-inch diameter cast iron pipe installed in 1969. Colfax Avenue contains a 24-inch steel water main installed in 1964. A majority of the existing water main is believed to have a cement based internal liner. There is no history of water main breaks in the project area. 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 vitrified clay pipe (VCP) installed in 1960. Approximately 90 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as poor. Complete replacement of all sanitary sewer pipes and access structures are proposed as part of the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the storm trunk line on 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 decorative rectilinear fixture and underground power. Project Summaries P age 124 2016-2030 Capital Improvement Logan, Lilac and 591h Avenues Reconstruction 2020 This project area includes Logan Avenue from 57th Avenue to Lilac Drive N, 59th from Lilac Drive N to Dupont Avenue and Lilac Drive N from Logan Avenue to 59th Avenue. The total project length is 3,761 feet. The neighborhood consists of approximately 12 residential properties, 3 church properties, 1 school property, 14 multi-family properties (R3 to R5) and 2 commercial zoned properties (C2). - . 1JIIiIIiIIIIIiiIiIIIIIiEI I-!iiIfIiIiIIuinIm Streets The entire project area is designated as a Municipal State Aid Route. The majority of the streets in the project area were originally constructed in 1966. The existing roads are 30 to 35 feet wide. Logan Avenue and Lilac Drive N have concrete curb and gutter, and 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 N is 1 0-inch diameter cast iron pipe 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 that there has been one water main break along Logan Avenue. However, the Public Utilities Division will need to excavate and inspect various fittings to determine the extent of water main replacement that is warranted. The current project estimate includes replacement of water main along Logan Avenue and Lilac Drive N only. Sanitary Sewer The only sanitary sewer in the project area runs along Logan Avenue. This sanitary sewer was lined with cured-in-place pipe (CIPP) in 2005. Manhole casting replacement is the only proposed sanitary sewer improvement for the project. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing trunk line along 591h Avenue. This line consists of 24" to 36" corrugated metal pipe. A second storm lines runs south along Logan Avenue to 57th Avenue. This line consists of 21" to 42" RCP installed in 1988. The current project cost estimate assumes replacement of the corrugated metal pipe alone 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 decorative rectilinear fixture and underground power. Project Summaries P age 125 2016-2030 Capital Improvement Grandview Park Area improvements - 2020 The Grandview Park project area extends Interstate 694 to 57'h 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 4 multi-family properties (R6). Streets The majority of the streets in the project area were originally constructed between 1964 and 1969. Existing streets are generally 30 feet wide with no curb and gutter. The street pavement is deteriorated throughout most of the neighborhood. The overall pavement condition rating is fair to poor. Proposed street improvements consist of the reconstruction of the street subgrade, installation of curb and gutter to improve drainage and placement of bituminous street pavement. Water main The existing water main in the project area consists of 6-inch and 8-inch diameter cast iron pipe installed between 1964 and 1969. A 16-inch steel water main runs along Emerson Avenue from 57 Avenue to 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 vitrified clay pipe (VCP) installed in 1960 and 1963. Approximately 50 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The condition of the sanitary sewer system within the neighborhood is rated as fair to poor. The current project estimate includes replacement of approximately 50 to 75 percent of the sanitary sewer system within the project area. Storm Sewer A majority of the storm water runoff from the project area is collected in the existing storm sewer system and conveyed to the trunk storm sewer line on Avenue and then to the Mississippi River. A portion of the existing storm sewer system within the project area could be salvaged, although it is anticipated that expansion of the system and additional conveyance capacity will be needed to minimize local flooding. The current project cost estimate includes replacement of 75 percent of the local drainage system within the neighborhood. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 25 wood poles with 25 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 126 2016-2030 Capital Improvement Ryan Lake Industrial Park Area Improvements - 2021 The Ryan Lake project area includes Lilac Drive N from 48th Avenue to the dead end, 481h 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 3 multi-family properties (R5). Streets The majority of the streets in the project area were originally constructed in 1958 and 1960. The western portion of 47th / 1'/±Tii lPH- HAVtH - LJ LL 47THAVEN -1TF 'TT 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 N, 481h Avenue and Dusharme Drive consists of 10-inch diameter cast iron pipe (ClIP) installed in 1958. The water main on 47 1h Avenue consists of 6-inch cast iron pipe 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 49th Avenue. Sanitary Sewer The sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1960. The sanitary sewer along 47th 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 N is conveyed to storm drainage ditches along Highway 100. The current project cost estimate assumes reconstruction of all of the existing storm sewer system. The cost estimate also includes installation of a small storm water management pond at the intersection of 48 1h 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 decorative rectilinear fixture and underground power. Project Summaries Page 127 2016-2030 Capital Improvement Northwest Area Mill and Overlay 2022 The Northwest project area extends from Toledo Avenue east to Perry Avenue and from 71 s' Avenue south to 69th 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. A Water main - When the neighborhood was reconstructed in 1994, approximately 65 percent of the water main was replaced with 6-inch diameter ductile iron pipe. The remaining water main consists of 6-inch diameter cast iron pipe (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 poly vinyl chloride (PVC). The remaining sanitary sewer consists of 8- inch vitrified clay pipe (VCP) installed in 1956. The project cost estimate includes cured-in-place lining of the VCP sanitary sewer main. Storm Sewer The storm water runoff from the project area is collected in a storm water pond in the northwest corner of the project area. The storm sewer consists of 15-inch to 42-inch diameter reinforced concrete pipe (RCP) installed in 1994. The current project estimate includes minor storm sewer repairs. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the nine wood poles with nine fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 128 2016-2030 Capital Improvement Knox, James and 54th Avenues Area Improvements 2023 The Knox, James and 54th Avenue project area includes James Avenue and Knox Avenue between 55th Avenue and 53 Avenue, and 54th Avenue between Logan Avenue and Irving Avenue. The project area includes a total of 3,487 feet of local streets. The neighborhood consists of approximately 78 residential one multi- family property. Streets The existing streets in the project area are 30 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. Lit I Li I Liii] T l]TI1LI_I If? AVE N z:iJ -1 -4110 AYE 1 4:I LY OF 8ROOMYH WI7M -5SAEN Water Main The existing water main in the project area consists of 6-inch diameter ductile iron pipe (DIP) installed in 1994. The current project estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the project area consists of 10-inch diameter poly vinyl chloride (PVC) installed in 1994. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project cost estimate includes the replacement on sanitary sewer castings only. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55th Avenue and is conveyed to the Mississippi River. The storm sewer consists of 12-inch diameter to 18-inch diameter reinforced concrete pipe installed in 1994. The current project cost estimate includes replacement of storm sewer castings. 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 2016-2030 Capital Improvement 51 " Avenue Improvements (West of France Avenue) 2023 The 51St Avenue project area extends from 185 feet south of Oak Street on Twin Lake Blvd E to France Avenue. The total project length is 1,171 feet. The neighborhood consists of approximately 25 residential properties. Streets The 5 1st 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. ) 1T -ThffIffL_ wi .______15!B_AVE N Water Main The existing water main in the 5151 Avenue project area consists of 8-inch diameter ductile iron pipe installed in 1990. The water main is in good condition based on current maintenance records. The project cost estimate includes casting replacement only. Sanitary Sewer The sanitary sewer in the 515t Avenue project area consists of 8-inch diameter poly vinyl chloride (PVC) pipe installed in 1990. The condition of the sanitary sewer system within the neighborhood is rated as good. The current project estimate includes the replacement of sanitary sewer castings only. Storm Sewer The storm sewer runoff from the 5 1st Avenue project area is collected in the existing storm sewer system and conveyed to the storm water pond west of 515t Avenue. The existing storm sewer in the project area consists of 15-inch to 21-inch diameter reinforced concrete pipe installed in 1990. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 3 wood poles with 3 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 130 2016-2030 Capital Improvement 50th Avenue Improvements (France Avenue to Drew Avenue) 2023 The 50th Avenue project area extends on 50Ih Avenue from France Avenue to Drew Avenue. The total project length is 665 feet. The neighborhood consists of approximately 4 residential properties (R4), 5 industrial properties (12) and I 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 Pro street imrwnvmpntc r'ntiit iLlOAK ST N I 1 4VN / 50 TH AVE N -'/L 49Tfi AVE N ¼.'1 V I I V'-''-'"' '"i-' 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 cast iron pipe 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 concrete pipe (RCP) installed in 1955. The current project estimate includes the replacement of sanitary sewer castings only. 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 reinforced concrete pipe 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 P age 131 2016-2030 Capital Improvement 53 r d Avenue North improvements (Penn Avenue to 0h Street) - 2023 [JLII;!J IH1Wil J-UU ILW JUL t1LlLL!N ?LLE H IL h-ThiIHl'ITh 11Iff L OLrLo LLi4 L-\\ P The 53 td Avenue project area extends on 53 Avenue from Penn Avenue to 4th Street N. The project area includes a total of 5,979 feet of local streets. The neighborhood consists of approximately 27 residential properties, one multi-family property and two business properties. Streets 53rd Avenue is designated as a Municipal State Aid Route. 53 Avenue is also the border between Brooklyn Center and Minneapolis. The north portion of 53 td 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'd Avenue is 6-inch diameter cast iron pipe (CIP) installed between 1965 and 1969. The corrosion rate within the project area has not been thoroughly documented at this time. Water records indicate there have been no main breaks within the project area. The current project estimate includes complete water main replacement on 53 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 53' Avenue consists of 8-inch and 9-inch diameter vitrified clay pipe (VCP) installed between 1952 and 1959. The condition of the sanitary sewer system within the neighborhood is rated as fair. The current project cost estimate includes complete sanitary sewer replacement. Storm Sewer The majority of the storm sewer runoff in the project area drains to the trunk storm sewer line on 55th Avenue and is conveyed to the Mississippi River. The storm sewer on 53 td consists of 12-inch diameter to 15-inch diameter reinforce concrete pipe installed between 1952 and 1979. The current project cost estimate includes replacement of 75 percent of the storm sewer laterals and structures. Street Lighting The existing street light system is overhead power, with wood poles and a cobra head light fixture. The current cost estimate includes replacing the 21 wood poles with 21 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 132 2016-2030 Capital Improvement Lyndak Avenue Improvements - 2023 The Lyndale Avenue project area extents from 57th Avenue to 551h Avenue and includes the 56th Avenue and 55th 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 ductile iron pipe (DIP) installed in 1978 and 1985. The water main is in good condition based on current maintenance records. The current project cost estimate includes replacement of miscellaneous valves and hydrants as necessary. IIIIHhiIJI1I1 OEMIiiiii111 '- R• - := — L•• ==: - ——•NM I — - 1= 1111 11111- - -___- - Sanitary Sewer The existing sanitary sewer consists of 24-inch diameter reinforced concrete pipe installed in 1959. This sanitary sewer line is the main trunk line that carries the sanitary flow from the eastern third of Brooklyn Center to a lift station on Lyndale Avenue south of 55th 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 reinforced concrete pipe installed in 1952. The remainder of the project area consists of 12-inch diameter to 18-inch diameter reinforced pipe installed in 1955 and 1985. The current project cost estimate includes replacing the storm sewer structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the three wood poles with three fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 133 2016-2030 Capital Improvement Woodbine Area Improvements 2024 The Woodbine project area extends from Brooklyn Blvd to France Avenue and from the north City limits to 71 " Avenue. The project area contains a total of 15,525 linear feet of local streets. The neighborhood consists of approximately 248 residential properties. Streets Noble Avenue from Brooklyn Blvd to the north City limits is a designated Municipal State Aid Route The Woodbine Neighborhood was reconstructed in 1995. Noble Avenue is 40 feet wide with concrete curb and gutter. The remaining streets are generally 30 feet wide with concrete curb and gutter. The 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 fit!l depth pavement replacement. Water main The existing water main in the Woodbine area consists of 6-inch and 8-inch diameter cast iron pipe (CIP) installed between 1957 and 1959. Records indicate there have been 11 water main breaks in the neighborhood between 1975 and 2013, and six properties have experienced frozen water service in pasi 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 poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 1995. The remaining sanitary sewer consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1958 and 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer within the roadway and cured-in-place lining of the sanitary sewer along the June Avenue easement between 715t Avenue and 70th Avenue. Storm Sewer The storm sewer on Noble Avenue consists of 12-inch and 15-inch diameter reinforced concrete pipe (RCP) that drains to Shingle Creek. This storm sewer was installed in 1970. The remainder of the project area consists of 15-inch to 33-inch diameter RCP installed when the neighborhood was reconstructed in 1995. This storm sewer generally drains to Palmer Lake. The condition of the storm sewer within the neighborhood is rated as good. The current project cost estimate includes replacing storm structure castings and isolated portions of lateral storm sewer as necessary. Street Lighting The current cost estimate includes replacing the 20 wood poles with 20 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 134 2016-2030 Capital Improvement Humboldt Avenue improvements 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), 3 R5 properties, and 2 commercial (C2) properties. Streets This segment of roadway is designated as a Municipal State Aid Route. This section of Humboldt Avenue was reconstructed in 1995. The existing street is generally 30 feet wide with concrete curb and gutter. The street pavement exhibits a moderate rate of 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 North project area consists of 8-inch diameter cast iron pipe installed in 1965 and 1967.69TH AVE N \Based on current maintenance records, there is no history of water main \Th 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 poly-vinyl chloride (PVC). The remaining sanitary sewer in the area consists of 8-inch diameter vitrified clay pipe (VCP) installed between 1965 and 1967. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The existing storm sewer in the Humboldt Avenue project area consist of 15-inch to 36-inch diameter reinforced concrete pipe (RCP) that drains to the Mississippi River. The storm sewer was installed between 1955 and 1961 and in 1995. When the project area was reconstructed in 1995, the existing storm sewer was left in place and additional storm sewer was added to the existing system. The current project cost estimate includes replacing structure castings and isolated pipe laterals as necessary within the project area. Street Lighting The current cost estimate includes replacing the five wood poles with five fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 135 2016-2030 Capital improvement Orchard Lane East Improvements - 2025 The Orchard Lane East project area extends from Perry Avenue to Brooklyn Blvd and Interstate 94 to 63' Avenue. The project area contains a total of 21,560 linear feet of local streets. The neighborhood consists of approximately 358 residential properties, two multi-family properties and one commercial property. Streets 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. rTEi.i_ -- LLJ LLJ P5TA - TO A I ORCHARDPA FA \ \ U]LLUILLL1 ITLjL1 \A H-- N1JI I Water main Approximately 25 percent of the water main in the Orchard Lane East area was replaced with ductile iron pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch, 8-inch and 12-inch diameter cast iron pipe (CIP) installed between 1955 and 1973. Records indicate there have been 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 ClIP water main. Sanitary Sewer Approximately 50 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch and 12-inch diameter vitrified clay pipe (VCP) installed between 1956 and 1966. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer on the north and west streets of the Orchard Lane East area drain to the storm water ponds at Orchard Park and Cahlander Park. The storm sewer consists of 12-inch to 42-inch diameter pipe. The south and east streets in the project area drains to Shingle Creek. This storm sewer consists of 12-inch to 60-inch diameter pipe. The trunk storm sewer on 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 decorative rectilinear fixture and underground power. Project Summaries P age 136 2016-2030 Capital Improvement Orchard Park West Area Improvements 2026 tIJ JLLLLLJ1 • L LL1 - -INTERSTATE 94/864 L_SOW ATENL! 4 'I °r- / IITNCNESTIRL*{ YE N / UJ U 65TH A LUJ_LU JIBE PAULDRI - TE - 2IeffM AVE - ELIHEJII1I[[Jill L1UJTh -- 6380 AVEN BOULDER LANE 62ND AVr M 1Z - - WI[ .eUiUs iIiuIt.aL. uicic iiave;U.I1 SW vvaLY SSSuu. 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 poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 1997. The remaining sanitary sewer consists of 8-inch diameter and 10-inch diameter vitrified clay pipe (VCP) installed between 1955 and 1958. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer The storm sewer north of 63 id Avenue in the Orchard Park West Area drains to the storm water ponds at Orchard Park and Cahiander Park. This storm sewer consists of 12-inch to 36-inch diameter pipe. The streets south of 63rd Avenue drain to the storm water pond at 63 Avenue and Perry Avenue. This storm sewer consists of 12-inch to 36-inch diameter pipe. A 27-inch reinforced concrete pipe (RCP) storm line installed in 1958 remains on Woodbine Lane, and a 15-inch RCP storm line installed in 1965 remains on Scott Avenue. The current project cost estimate includes replacement of the storm sewer installed in 1958 and 1965 and replacement of storm laterals as needed for utility replacement. Street Lighting The current cost estimate includes replacing the 29 wood poles with 29 fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries Page 137 2016-2030 Capital Improvement The Orchard Park West Area project extends from Unity Avenue to Perry Avenue and Interstate 94 to 61 " 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 Park 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 Park West Area was replaced with ductile iron pipe (DIP) in 1997 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch DIP installed in 1987. 1) -4-- i n Meadowlark Gardens Area Improvements 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 57th 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 57th Avenue are designated as Municipal State Aid 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. I Water main Approximately 80 percent of the water main in the Meadowlark Garden area was replaced with ductile iron pipe (DIP) in 1996 when the neighborhood was reconstructed. The remaining water main in the area consists of 10-inch cast iron pipe (CIP) installed in 1969 and 16-inch steel pipe installed in 1964. 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 poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 1996. The remaining sanitary sewer consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1959. The current project cost estimate includes replacement of the existing VCP sanitary sewer. Storm Sewer Approximately 92 percent of the storm sewer in the project area was replaced in 1996 when the neighborhood was reconstructed. The remaining pipe consists of 24-inch to 42-inch pipe on 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 57 1 h 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 decorative rectilinear fixture and underground power. Project Summaries P age 138 2016-2030 Capital Improvement 53rd and Xerxes Avenue Improvements 2026 53rd Avenue extends from Xerxes Avenue to Upton Avenue and Xerxes Avenue extends from 51 " Avenue to 53 k' 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. Streets This project area was most recently reconstructed in 1996 by the City of Minneapolis. 53td Avenue and Xerxes Avenue are the border between Brooklyn Center and Minneapolis. The north portion of 53 Avenue and the west nortion of Xerxes Avenue are LYLAC DR N£ L 'f I IT, / CITY OF MINNEAPOLIS - 1 ffrr \ci I 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 53 td Avenue consists of 6-inch diameter cast iron pipe (CIP) installed in 1973. Records indicate that there have been no water main breaks in the area. The water main is in good condition based on current maintenance records. The water main on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no water main replacement. Sanitary Sewer There is no sanitary sewer on 53 Avenue. The existing sanitary sewer on Xerxes Avenue is owned and maintained by the City of Minneapolis. The current project cost estimate includes no sanitary sewer replacement. Storm Sewer The storm sewer in the project area consists of 10-inch poly-vinyl chloride (PVC) pipe that flows to storm water ponds located south of 53 Avenue and east of Upton Avenue. This storm sewer was installed in 1996 when the area was last reconstructed. The current project cost estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the eight wood poles with eight fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 139 2016-2030 Capital Improvement St. Aiphonsus Area Mill and Overlay - 2027 The St. Alphonsus project area extends from Brooklyn Boulevard to Grimes Avenue and 691h _____ Avenue to 71St Avenue. The area contains a total of 4,580 linear feet of local streets. 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, 701h Avenue is 35 to 42 feet wide and the remaining streets are 30 feet wide. All streets in the j JjII H: 9TN MEN area have concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay. Water main The existing water main in the project area consists of 6-inch cast iron pipe (CIP) installed between 1959 and 1961 and 6-inch ductile iron pipe (DIP) installed in 1978. Based on current maintenance records, there has been one water main break in this area, 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 sanitaly sewer in the project area was replaced with 8-inch poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 1998. The remaining pipe consists of 8" diameter vitrified clay pipe (VCP) installed in 1958 and 1959. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area flows east to Palmer Lake. Approximately 25 percent of the storm sewer in this area was installed in 1998 or later. This storm sewer consists of 15-inch diameter high-density polyethylene plastic pipe (HDPE) and 18-inch to 42-inch diameter reinforced concrete pipe (RCP). The remaining storm sewer consists of 15-inch to 42-inch diameter RCP installed in 1957 and 1984. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the seven wood poles with seven fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 140 2016-2030 Capital Improvement 67th and James Avenues Mill and Overlay 2027 The project area includes 67 Avenue from Shingle Creek Parkway to the east cul-de-sac and James Avenue from Freeway Blvd 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 67 t 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 cast iron pipe (CIP) installed in 1970. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. d IRE EWA Y BLVD Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch poly-vinyl chloride (PVC) installed in 1970. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains to the trunk line on 65th Avenue and then east to the Mississippi River. This storm sewer consists of 15-inch to 36-inch diameter reinforced concrete pipe (RCP) installed in 1970 and 1974. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the two wood poles with two fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 141 2016-2030 Capital Improvement John Martin Drive Mill and Overlay - 2027 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 Municipal State Aid 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. ..i L1 Water main The existing water main in the project area consists of 8-inch diameter cast iron pipe (CIP) installed in 1969. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1969. The current project estimate includes casting replacement only. Storm Sewer The storm sewer on John Martin Drive drains to Shingle Creek. This storm sewer consists of 12-inch to 48- inch diameter reinforced concrete pipe (RCP) installed in 1969. The current project estimate includes casting replacement only. 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 142 2016-2030 Capital Improvement 681h and Lee Avenues Mill and Overlay 2027 The project area includes 68 'h from Lee Avenue to Brooklyn Boulevard and Lee Avenue from 681h 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 6 7 I and James area was reconstructed in 1998. The streets are generally 45 feet wide with concrete curb and gutter. The current cost estimate assumes street improvements that consist of approximately 20 percent concrete replacement and a 2-inch mill and overlay. LL1 L LL Li H $9711 Or IS - Water main The existing water main in the project area consists of 8-inch diameter cast iron pipe (CIP) installed in 1966 and 1968. Records indicate that there have been no water main breaks in the area. The current project estimate includes casting replacement only. Sanitary Sewer The existing sanitary sewer in the project area consists of 8-inch poly-vinyl chloride (PVC) installed in 1970. Approximately 25 percent of the sanitary sewer is subjected to frequent problems with root intrusion. Root sawing must be performed on an annual basis to maintain the system conveyance capacity. The current project estimate includes casting replacement only. Storm Sewer The storm sewer in the project area drains south to the storm water pond at Orchard Park. This storm sewer consists of 12-inch to 24-inch diameter reinforced concrete pipe (RCP) installed in 1966 and 1968. The current project estimate includes casting replacement only. Street Lighting The current cost estimate includes replacing the three wood poles with three fiberglass poles with a decorative rectilinear fixture and underground power. Project Summaries P age 143 2016-2030 Capital Improvement 73rd Avenue Mill and Overlay (Humboldt to Camden) 2028 H H' \ H HTY OF r HBR OOKLYNPARK JJJ LJ] 73RD AVE N U_I I L_J__) _ JJ CITY OF BROOKLYN CENTER - __ I!Op9 The 73 td 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 Municipal State Aid Route. 731 Avenue is also the border between Brooklyn Center and Brooklyn Park. The south portion of 73 id 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 ductile iron pipe (DIP) in 2000 when the neighborhood was reconstructed. The current project cost estimate includes casting replacement only. Sanitary Sewer Approximately 4 percent of the sanitary sewer in the project area was replaced with poly-vinyl chloride (PVC) in 2000 when the area was reconstructed. The remaining sanitary sewer in the area consists of 8- inch diameter vitrified clay pipe (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 70th and then east to the Mississippi River. This storm sewer consists of 12-inch to 21-inch diameter reinforced concrete pipe (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 144 2016-2030 Capital Improvement 66th and Camden Avenues Mill and Overlay 2028 The 66th 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 Highway 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 th Avenue is designated as a Municipal State Aid 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 and Camden Avenue. — —— I - In' — -UhUh I -- - - — — Jill, IJI-- I: - -- Water main The water main in the project area consists of 6-inch diameter cast iron pipe (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 poly-vinyl chloride (PVC) and vitrified clay pipe (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 65 th Avenue and then east to the Mississippi River. This storm sewer consists of 12-inch to 72-inch diameter reinforced concrete pipe (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 age 145 2016-2030 Capital Improvement Earle Brown Drive Area Improvements - 2028 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 Municipal State Aid Route between John 3UU1J1T 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 I rh I I /VLJ HH'' I The water main in the project area consists of 8-inch and 12-inch diameter cast iron pipe (CIP) installed 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 vitrified clay pipe (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 reinforced concrete pipe (RCP) installed in 1971 and 1974. Additional 15-inch diameter high-density polyethylene plastic pipe (HDPE) 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 a g e 146 2016-2030 Capital Improvement Garden City Central Area Improvements - 2029 The south portion of the Garden City Central project area extends from Brooklyn Boulevard to Brooklyn Drive from 61 " Avenue to 63rd Avenue, and the north portion extends from Xerxes Avenue to Brooklyn Drive from 63d Avenue to Avenue. The project area contains a total of 19,230 linear feet of local streets. The neighborhood consists of approximately 361 residential properties, 1 church property, 3 multi-family properties (R4 and R5) and 3 commercial properties. —1 LLLLLLIJI2 ; / Streets 63rd Avenue from Brooklyn Boulevard to Xerxes Ave is Q+.-.+.. A-1 T1, ('h,iiiaicu as a iviuiitipai 3LLe 'J1t1S.. I 1 'JU Central project area was last reconstructed in 2000. 63 td 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 ductile iron pipe (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 poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 2000. The remaining sanitary sewer consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1958, 8-inch diameter PVC installed in 1980, 15-inch diameter reinforced concrete pipe (RCP) installed in 1956 and 24-inch diameter pipe corrugated metal pipe (CMP) lined with cured-in-place pipe in 1995. 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 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 2 street lights that have not been replaced and upgrade all to LED luminaires. Project Summaries Page 147 2016-2030 Capital Improvement Garden City North Area Improvements 2030 The east portion of the Garden City Central project area extends from Brooklyn Boulevard to Xerxes Avenue from Interstate 94 to 63 td 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 NIH approximately 290 residential properties, 1 school property, 10 multi-family properties (R5) and 4 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 ductile iron pipe (DIP) in 2001 when the neighborhood was reconstructed. The remaining water main in the area consists of 6-inch and 8-inch cast iron pipe (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 Blvd and at 65th 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 poly-vinyl chloride (PVC) when the neighborhood was reconstructed in 2001. The remaining sanitary sewer consists of 8-inch diameter vitrified clay pipe (VCP) installed in 1958, 15-inch diameter reinforced concrete pipe (RCP) installed in 1956, and 24-inch corrugated metal pipe (CMP) lined with cured-in-place pipe 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 Ave 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 148 2016-2030 Capital Improvement Water Main and Sanitary Sewer Improvements Sanitary Sewer Lining (Mississippi River Trunk South of 1-694 to 57th Ave) - 2016 This project extends from the manhole at the dead end of Willow Lane, north of Interstate 694 to the first manhole south of 57 1h Avenue on Lyndale Avenue, which is approximately 4543 feet. The existing line is 4,059 feet of 21-inch and 484 feet of 24-inch reinforced concrete pipe (RCP) and contains root infiltrations throughout. Roots were last removed and the line was cleaned in 2011. Cleaning and root removal will again need to be removed prior to lining. Directly under the interstate is a 70 foot section of pipe where it appears through televising that the pipe was cut in half and put inside a 70 foot section of steel casing to form an invert. Water Tower No. 3 Painting - 2016 Tower No. 3, a 1.5 million gallon elevated storage tank located within the Centerbrook Golf Course was constructed in 1973. The complete exterior coating system was replaced in 1986. In 1998 the exterior was spot repaired, power washed and a urethane top coat was applied to the exterior of the tower. In 2005, the bottom shell course of the fluted exterior was coated and the entire exterior was power washed. This tank was last inspected in 2010. Although the steel substrate is still protected, a number of coating failures were noted on the interior (wet area and dry area) and are attributed to deficiencies in the coating system itself. The 2010 recommendation is to reevaluate in 5 years with an anticipated plan of complete coating replacement in 6 to 8 years. In 2015, the tower will be inspected to plan for the recoating of exterior and interior wet and dry, in 2016. Lift Station 1 Wet Well Improvements and Rehabilitation - 2017 The existing lift station was installed in 1996. The current wet well design is a basic rectangle with an elevated wing wall. The flat bottom allows for solids to build and the wing wall traps grease thereby creating an ongoing maintenance issue where staff is required to enter the space multiple times per year for maintenance. To properly clean this wet well, workers must follow confined space entry procedures and enter the 28' deep structure. Even when all necessary precautions are followed, there is a significant level of danger involved when entering the structure. The goal is to "reshape" the wet well by mimicking the existing wet well at lift station 2 and eliminate the elevated wing wall. The wet well at lift 2 consists of a sloped configuration that nearly eliminates the buildup of any solids (rarely is it necessary to enter that wet well). Proposed rehabilitation includes pump replacement, guide rails, piping, miscellaneous appurtenance replacement, and wet well reconfiguration to aid in self-cleaning. Water Tower No. 2 Painting - 2017 Water Tower No. 2, a one-million gallon elevated storage tank located at 691h Avenue and Dupont Avenue was constructed in 1960. In 1984, the interior (wet area) and exterior coating systems were completely replaced. In 1997, the interior coating system (wet area) was spot repaired and the exterior coating was spot repaired, power washed and a urethane top coat was applied to the existing system. The estimated service life for 1997 paint coating is 15 to 20 years as noted in a 1999 warranty inspection report. This tank was last inspected in 2005. Both the interior and exterior coatings required no repairs at that time. The 2005 recommendation is to re-inspect every 5 years. Since it was last inspected in 2009, Tower No. 2 is scheduled to be inspected in 2016. Based on the 2009 inspection report, it was recommended that Tower No. 2 get a complete interior and exterior coating rehabilitation in 2017. The inspection in 2016 will be used to plan for the 2017 rehab. Lift Station No. 2 Rehabilitation - 2017 This includes replacement of the emergency generator for Lift Station No. 2. The existing generator is a 1981 model with a typical lifespan of 35 years. Both generator and switch gear are proposed to be replaced. New pumps, guide rails and piping as well as electrical main breakers, starters/contactors, overloads, programmable logic controller, HOA's and UPS are also included in the rehab. Project Summaries P age 149 2016-2030 Capital Improvement Well Motor Speed Controls (VFD) Upgrade Wells 4 and 10 - 2017 The existing well motor speed controls were installed in 1997 as part of an energy conservation project. Wells 5 and 7 VFDs were replaced due to failure in 2013 and 2014, respectively. The VFD for Well 9 will be replaced during the WTP project in 2015. Due to well's 4 and 10 VFD ages and parts availability, they are due for replacement. We will replace the VFD's with the same style VFD that was installed at wells 5, 7, and 9, so all five wells will have the same VFD's for continuity. All of the VFD's that were installed in 1997 will have been replaced at the conclusion of this project. Lift Station No. 9 Forcemain Replacement - 2019 The existing forcemain located south of lift station No. 9 was installed in 1969 and consists of 12-inch ductile iron pipe, which was verified in 2010 through an exploratory open excavation. Approximately 1300-feet is proposed to be replaced. Water Tower No. 1 Painting - 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 is 15 to 20 years. This tank was last inspected in 2009. Both the interior and exterior coatings required no repairs at that time. The 2009 recommendation is to re-inspect every 5 years. Tower 1 was inspected in 2014 and is in pretty good condition. It is recommended for complete interior and exterior coating rehabilitation in five or six years. We will inspect in 2019 and use inspection report to plan for the rehab in 2020. Lift Station No. 1 Controls Rehabilitation - 2021 Scheduled for 2021, new pumps, guide rails and piping as well as electrical main breakers, starters/contactors, overloads, programmable logic controller, HOA's and UPS are included in the rehab. The closed transition generator transfer switch is to be replaced also. The existing generator is a 1996 model with a typical lifespan of 35 years. The generator is currently scheduled for replacement in 2031. Lift Station Nos. 8 and 9 Rehabilitation - 2025 This project includes the rehabilitation of lift station Nos. 8 and 9 with a full evaluation of pumps, control equipment and appurtenances. Lift Station No. 2 Forcemain Lining Under 1-94 - 2030 The existing 406-foot section of 16-inch ductile iron pipe forcemain, located under 1-94 at 52n Ave. 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 52nd Ave. Sanitary Sewer Lining (Mississippi River Trunk North of 1-694 to 70th Ave/Willow Lane) - 2030 This project extends from the manhole at 70 1h 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 2. Project Summaries P age 150 2016-2030 Capital Improvement Traffic Signal System Rehabilitation (69t11 and France Avenues) - 2017 The traffic signal system was evaluated for needed system improvements and documented in a report dated December 2014. Proposed improvements include a new controller and cabinet, painting of the poles and mast arms, installation of countdown pedestrian heads, APS pushbuttons, EVP system, flashing yellow left turn arrow system, new wiring, a video detection system and other appurtenance replacement as necessary. Earl Brown and Opportunity Area Street Light Replacement - Ornamental Lighting at Nodes - 2018 The 35 ornamental lights located within the Earl Brown area at the nodes (intersections) along a portion of Shingle Creek Parkway, Summit Drive, Earl Brown Drive and John Martin Drive were installed in 1986. The typical life expectance of this lighting system is approximately 30 years. The City has no remaining replacement poles or luminaires that match the existing system, and matching luminaires are no longer available from suppliers. The existing system is generally rated in fair to poor shape with increasing maintenance costs. The project includes replacement of the existing decorative lighting system at the intersections/nodes with a new, advanced system using current technology. Intersection Improvements/Traffic Signal System Replacement at 66th Avenue and TH 252 - 2018 The existing traffic signal system at the intersection of 66th Avenue and TH 252 is owned and operated by the State. The Minnesota Department of Transportation (Mn/DOT) has programmed this system to be replaced and the City will be required to pay 50 percent as the City's portion for two of the four legs of the intersection. The intersection is currently included and being evaluated as part of the TH 252 Corridor Study. This project will be adjusted, dependent on the outcome and recommendations of this study. Traffic Signal System Rehabilitation (Shingle Creek Parkway and 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, emergency vehicle preemption (EVP), countdown pedestrian heads, accessible pedestrian system (APS) and flashing yellow left turn arrow upgrade. Traffic Signal System Rehabilitation (Shingle Creek Parkway and 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, emergency vehicle preemption (EVP), countdown pedestrian heads, accessible pedestrian system (APS) and flashing yellow left turn arrow upgrade. Traffic Signal System Rehabilitation (Shingle Creek Parkway and 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, emergency vehicle preemption (EVP), countdown pedestrian heads, accessible pedestrian system (APS) and flashing yellow left turn arrow upgrade. Coordination with the future development of the Opportunity site must also occur with this improvement project. Capital Maintenance Building Plan Yearly Capital Maintenance Building Plan Projects In 2007, the City approved an 18-year Capital Building Maintenance Plan that includes short- and long- term building and facility improvements. The following buildings and facilities are covered under this plan: city hall, community center, public works facility, public works cold storage building, public works salt/sand storage building, police station, west fire station, east fire station, Centerbrook Golf Course club house, Centerbrook Golf Course maintenance building, Centerbrook Golf Course storage garage, sanitary lift station Nos. 1 and 2, municipal well Nos. 2-10, Evergreen Park building, Garden City Park building, Project Summaries P age 151 2016-2030 Capital Improvement Centennial Park west building, Centennial Park plaza, Centennial Park gazebo, Kylawn Park building and West Palmer Park building. knii'ITrjs. IiflS)SA'L)ill1Il! Storm Water Management Basins In 2005, the City of Brooklyn Center hired the consulting firm of Bonestroo Rosene Anderlik & Associates to conduct a condition assessment of 30 storm water management ponds located throughout the City. The assessment process resulted in a list of improvements to address problems with shoreline erosion, sediment accumulation, inlet and outlet blockages and other miscellaneous maintenance issues. Below is a description of the projects that are not considered routine annual maintenance work normally addressed as part of the annual operating budget for the Storm Drainage Utility. Beginning in 2015, the City of Brooklyn Center will begin to utilize the SWAMP program developed by WSB, which uses an annual sediment loading rate to predict sediment accumulation, which when use in conjunction with pond inspections can establish pond maintenance priority. Storm Water Pond 46-001 - 2016 Pond 46-001 is located within Orchard Lane Park. The pond receives runoff from approximately 91 acres of upstream residential development. Traces of hydrocarbon pollutants have been noted in the sediment during site inspections. The proposed project consists of dredging, properly disposing of sediment from the pond and the installation of a skimmer to improve pond performance. Storm Water Pond 50-001 - 2016 Pond 50-001 is located within Cahiander Park. The pond receives runoff from approximately 230 acres of upstream residential development. Due to the large watershed to pond area ratio, this pond is subject to higher rates of sediment accumulation and potential erosion issues. Traces of hydrocarbon pollutants were noted in the sediment during the most recent site inspection. The proposed project consists of dredging and properly disposing of sediment from the pond and repairs to various shoreline erosion issues. Storm Water Pond 52-001 - 2016 Pond 52-001 is located within the Brooklyn Center Arboretum off of Noble Ave. The pond receives runoff from approximately 19 acres of upstream residential development. This pond was constructed in 1980. The pond has extensive accumulation of sediments in both the north and south bay of the pond. The proposed work consists of removal of sediment and repair work to the outlet which is rusting. Storm Water Pond 58-002 - 2016 Pond 58-002 is located south of Freeway Blvd and east of the Extended Stay America property at 2701 Freeway Blvd. The pond receives runoff from approximately 6 acres of commercial development. This pond was constructed in 1997. The proposed work consists of removal of sediment to enhance the water quality treatment performance of the pond. Storm Water Pond 60-001 - 2016 Pond 60-001 is located west of Xerxes Avenue and south of Brooklyn Drive within Centennial Park. The pond receives runoff from approximately 85 acres of upstream residential development. This pond was constructed in 2003. By 2013, preliminary estimates indicate that approximately 30 to 40 percent of the wet volume will be lost due to sediment accumulation. The proposed work consists of removal of sediment and installation of a skimmer structure to enhance the water quality treatment performance of the pond. Storm Water Pond 26-005 - 2017 Pond 26-005 is located west of the intersection of Twin Lake Rd and 51st Ave. 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 to the accumulation of sediment The proposed work consists Project Summaries P age 152 2016-2030 Capital Improvement of removal of sediment to enhance the water quality treatment performance of the pond and repairs to the skimmer structure on the pond's outlet. Storm Water Pond 63-006 - 2017 Pond 63-006 is located and south of James Circle North and west of the FBI building. The pond receives runoff from approximately 10.5 acres of upstream commercial development. This pond was constructed in 1998. The performance of this pond is severely limited to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 41-001 - 2018 Pond 41-001 is located east of 7100 Brooklyn Blvd. 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 43-001 - 2018 Pond 43-001 is located west 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 60-002 - 2018 Pond 60-002 is located west of on the City Hall parking lot adjacent to the regional bike trial within Centennial Park. The pond receives runoff from approximately 3 acres of upstream commercial development. This pond was constructed in 2006. 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 60-004 - 2018 Pond 60-004 is located between City Hall Parking Lot and the apartments at 6221 Shingle Creek Parkway. The pond receives runoff from approximately 67 acres of upstream commercial development. This pond was constructed in 1980. The performance of this pond is limited to the accumulation of sediment. The proposed work consists of the removal of sediment to improve the water quality treatment performance of the pond. Storm Water Pond 62-001 - 2018 Pond 62-001 is located in the northwest quadrant of Shingle Creek Parkway and Freeway Boulevard. The pond receives runoff from approximately 3.5 acres of upstream commercial development. This pond was constructed in 2004. The performance of this pond is severely limited due to the accumulation of sediment and the abundance of wetland plants and cattails. The proposed work consists of the removal of sediment and vegetation to restore the water quality treatment performance of the pond. Storm Water Pond 64-002 - 2018 Pond 64-002 is located at 6250 Earle Brown Dr. 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 may have a leak resulting in a lower water level then the design normal water level. Evaluate and repair the pond liner in Pond 64-002. This project should be coordinated with the Embassy Suites Hotel development project warrant work as the liner was impacted as part of that project. Project Summaries P age 153 2016-2030 Capital Improvement Storm Water Pond 35-003 - 2019 Pond 35-003 is located west of Oliver Ave N 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 35-004 - 2019 Pond 35-004 is located west or Oliver Ave N 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 severely limited 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 12-001 - 2021 Pond 12-001 is located north of 53' at the end of Upton Ave adjacent the Centerbrook Golf Course. The pond receives runoff from approximately 0.5 acres of park land, but is part of a chain of pond providing storm water treatment. This pond was constructed in 1997. The proposed work consists of the removal of sediment and the installation of a skimmer to improve water quality treatment performance of the pond. Storm Water Pond 12-006 - 2021 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 26-004 - 2021 Pond 26-004 is located north of 50th Ave N and west of the commercial property at 3800 5 o th Ave. 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. Centennial Park East Emergency Pond Overflow Outlet Rehabilitation - 2016 Install inlet safety feature and install removable emergency overflow gate at storm sewer inlet at southeast corner of City Hall Campus. Shingle Creek Reaeration Project - 2016 The Bass and Shingle Creek Dissolved Oxygen TMDL identified that dissolved oxygen is low within Shingle Creek. Actions identified in the TDML, were to provide reaeration within the creek. Partnering with Shingle Creek Watershed Management Commission, the City will construct two reaeration structures, one at the outlet of Palmer Lake and the second within Centennial Park. The structures will be in highly visible locations along public trails and will double as public art pieces with a professional artist selected to design the structures. The project also includes streambank stabilization and habit enhancement at the Palmer Lake outlet including interpretive signage. Opportunity Area Outlet Backflow Preventer Improvement - 2017 The current backflow preventer at Shingle Creek Parkway and John Martin Drive is working properly. The backflow preventer needs to be replaced to prevent the water from Shingle Creek flowing back up the storm water in high water events. 70th Avenue Storm Sewer Trunk Line Rehabilitation - 2019 Constructed in 1960, the storm sewer from 70th and Willow Lane to the outlet on the Mississippi has deteriorated and needs to be rehabilitated, to increase the longevity of the pipe. Project Summaries P age 154 2016-2030 Capital Improvement Connections at Shingle Creek Phase 2 - 2019 In 2015, the City is partnering with the Watershed and the City of Brooklyn Park to complete the Connections at Shingle Creek Restoration Project from Brooklyn Boulevard to Noble Avenue North. A phase 2 project from Regent Avenue North 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 Brooklyn Park 61st and Perry Avenues Storm Sewer Improvement- 2020 The storm sewer at 61st Ave and Perry 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 between Cahiander Park and Shingle Creek is deteriorating. A pipe joint repair project was completed in the 1990's. The City will monitor and evaluate trunk storm sewer and rehabilitate as necessary. I1I .i,iiU UUU uii1i1IA'Liiv.It 57th Avenue Regional Trail Improvements (Logan Avenue to 1-94) - 2016 Proposed improvements include the conversion of the existing sidewalk to a 10-ft regional trail along the south side of 57th Avenue/CR 57 from Logan Avenue to the Regional Mississippi River Trail. This is a joint project with the City, Hennepin County and Three Rivers Park District. The Park District received a federal grant for this project and will likewise fund the remaining portion of the project. This trail project will be coordinated and is scheduled concurrently with the City's 57 t Avenue mill and overlay project from Humboldt Avenue to the 1-94 bridge. Brooklyn Boulevard City Entrance Signs Rehabilitation - 2016 Proposed improvements include painting the existing City entrance signs with miscellaneous structural repairs and cedar fences surrounding the signs located along Brooklyn Boulevard at the Minneapolis and Brooklyn Park borders. 691h Avenue Greenway & Cahlander Park Fence Replacement - 2016 Proposed construction includes replacing the wood fence along the north side of the 691h Avenue greenway between Brooklyn Boulevard and Palmer Lake Drive and the privacy fence on the west side of Cahlander Park. Funding for staining the following year is also included as part of this project. Northport Park Lighting Replacement Project - 2016 Replace trail and parking lot lights with energy efficient lighting (LED) fixtures, fiberglass poles, all new wire runs and conduit. Northport Park Shelter - 2016 The existing park building in Northport Park was removed in 2012 due to structural issues. The Parks and Recreation Commission recommended eliminating the proposed plan to replace the building and only replace the existing shelter as part of their 2015 CIP plan review. The new structure is proposed to include an enhanced picnic shelter and facilities. A water fountain and electrical service will also be provided. West Palmer Park Trail! Parking Lot! Basketball Court Repair - 2016 Replace the south trail that runs east and west, the trail going to the tennis court and basketball court. Replace the two basketball standards. Repair miscellaneous pavement in the parking lot, sealcoat entire parking lot and replace two pedestrian ramps from the lot to the trail segment. Replace culvert under the trail and grade the storm ditch for parking lot run off. Project Summaries P age 155 2016-2030 Capital Improvement Freeway Park Trail Replacement - 2016 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. Evergreen School Safe Routes to School Trail Improvements (SRTS Trails) - 2017 Improvements include the construction of a sidewalk/trail system along Camden Avenue, 72nd Avenue and 70th Avenue, and an improved crosswalk at the intersection of Camden/70'h Avenues identified in the 2013 Safe Routes to School Planning study for the Evergreen School non-bus area. Federal Safe Routes To School funding has been awarded to the City for this project. This trail project is being coordinated concurrently with the City's 2017 Evergreen Park Area Reconstruction project. West River Road Trail Improvements - 2017 Replace the bituminous trail along West River Road from 73rd Avenue to 66 th Avenue. A ten foot wide trail section is proposed. Evergreen Park Trail and Parking Lot Improvements - 2017 Replace the bituminous trail within Evergreen Park. Replacement of the trail along 70 th Avenue is not part of the project. An eight foot wide trail section is proposed. Replace 250 feet of concrete curb, construct seven new ADA pedestrian ramps and install new bituminous surfaces within all three of the Evergreen Park parking lots. 69th Avenue Trail Reconstruction (Shingle Creek to Dupont Avenue) - 2017 Replace the trail system along 69th Avenue from Shingle Creek to Dupont Avenue. A nine foot wide trail section is proposed including ten ADA pedestrian ramps. Centennial Park East Trait Replacement - 2018 Replace the bituminous trail system within the eastern portion of Centennial Park. All adjacent bituminous trails east Shingle Creek and adjacent to the Three Rivers Park District's Shingle Creek Regional Trail are proposed to be reconstructed to eight foot wide. The plaza areas are also proposed to be replaced. Play Ground Equipment Replacement - 2019 through 2021 Proposed replacement includes replacing park playground equipment over a three year period. A total of 20 parks located within Brooklyn Center contain 21 separate playground equipment areas, 18 that are maintained by the City and three that are maintained by the adjacent schools. Six playgrounds are scheduled for replacement each year over the three year period. An assessment of the playground equipment will need to be completed to determine replacement priority. Palmer Lake Trail Reconstruction - 2022 Resurface the existing trail system extending around Palmer Lake. This trail was last reconstructed in 2005 with an expected maximum service life of 15 to 20 years due to the soil stability issues within the park area. Miscellaneous Tennis Court Resurfacing - 2024 Proposed construction includes the removal of the existing tennis courts and resurfacing of the remaining tennis courts at Evergreen Park, West Palmer Lake Park, Northport Park, Grandview Park and Centennial Park. Hockey Rink Rehabilitation and Replacements - 2026 Proposed rehabilitation includes resurfacing of five existing rinks with other miscellaneous rink repairs. An assessment of the rink appurtenances will need to be completed to determine replacement priority. The rink located at Northport Park will be further evaluated with the Northport Park improvements and master planning being conducted in connection with the Northport School rehabilitation. Project Summaries P age 156 2016-2030 Capital Improvement Irrigation Systems Rehabilitation and Replacements - 2026 The City's Irrigation systems are located as follows: Evergreen Park, Centennial Park, Northport Park, Grandview Park, 69th Avenue, Public Works Garage Facility, West Fire Station, Shingle Creek Parkway, 53rd Avenue (Bellvue area), Xerxes Avenue, Bass Lake Road and County Road 57. The proposed rehabilitation estimate includes rehabilitation of the Evergreen Park and the 691h Avenue systems, which were installed in 1986 and 1989, respectively. Centennial Park Softball Field Improvements - 2026 The Centennial Park softball fields experience settlement due to the underlying organic soils. Over the years, settlement has occurred approximately one foot. This is evident in the fact that the light base foundations within the ball field areas have generally held their original elevations and are higher than the surrounding ground. Due to the proximity to Shingle Creek and the low lying areas, this settlement causes increased flooding and drainage issues. The proposed plan includes raising the ball fields one to two feet and replacement of any necessary appurtenances including irrigation systems, draintile, fences and bituminous/concrete trails and other paved areas. A feasibility and geotechnical study will be performed prior to evaluate options of the flood plain, frequent flooding and continuous ongoing field settlement. Softball/Baseball Fence Replacement - 2027 Replace the line and outfield fences at West Palmer Lake Park. 69th Avenue Trail Reconstruction — 2027 Replace the trail system along 69th Avenue from Brooklyn Boulevard to West Palmer Lake Drive. A nine foot wide trail section is proposed. Evergreen Park Score Board Improvements - 2027 Proposed construction includes installing new score boards at the two softball fields and one baseball field at Evergreen Park, and replacement of the scoreboard at the soccer/football field. 69th Avenue Landscape Rehabilitation - 2027 Proposed construction would include irrigation updates and replacing the landscaping plantings and sod along 691h Avenue from Brooklyn Boulevard to West Palmer Lake Dr. Park Trail and Parking Lot Lighting Improvements - 2028 Replace trail and parking lot lights with energy efficient lighting (LED) fixtures, fiberglass poles, new wire in conduit in the following parks: Evergreen, Bellvue, Lions, Centennial East, and Centennial West. Work shall include replacing the electrical cabinets in Bellvue and Lions parks. Centennial Ball Field Score Board Replacement - 2029 Proposed construction includes replacement of the two score boards at the two softball fields at Centennial Park (east). Park Name Sign Replacement - 2030 Replace all 30 of the park name signs in all of the City Parks. Miscellaneous Projects and Improvements Azelia Avenue and Northport Drive Retaining Wall Replacements - 2016 Replace the retaining walls located at the south end of Azelia Avenue (dead end turnaround location) with wet cast stone retaining wall. Replace existing Lannon Stone wall along Bass Lake Road at 5736 Northport Drive with MNDOT approved concrete retaining wall block. Project Summaries Page 157 2016-2030 Capital Improvement Lilac DriveTrail Retaining Wall Replacement (south of CR 57) - 2020 Replace the retaining wall at the Lilac Drive curve just south of CR 57 at 2121 Lilac Drive with wet cast stone retaining wall. Retaining Wall Replacements (Miscellaneous Locations) - 2029 Replacement of miscellaneous retaining walls at numerous locations within the City's right-of-way (Brooklyn Boulevard, Dupont Avenue, 57th Avenue and 69th Avenue). A full evaluation will be performed subsequently. 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 1.3-mile segment of the corridor in Brooklyn Center between 49th Avenue and Bass Lake Road (County Road 10). The project will enhance bicycle and pedestrian travel by adding a trail, improving sidewalks, transit stops, adding streetscaping and landscaping, and improving the functionality of intersections with modified turn lanes. Several free right turn lanes will be reconfigured to improve sight lines. Overhead utilities will be moved underground. The City completed the Brooklyn Boulevard Corridor Study in 2013 to guide the reconstruction and redevelopment of this corridor. This project consists of Project Nos. 1, 2, 4, 5, 6 and 6A from the Corridor Study. Brooklyn Boulevard from Bass Lake Road to the southerly City limits (491h 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 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. Brooklyn Boulevard Corridor Projects 7, 8, 9 and 10 (Bass Lake Road to 65 th Avenue - 2020 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 65th Avenue. 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. 7, 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. Project Summaries P age 158 2016-2030 Capital Improvement