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Home My Public Portal About22-071 - Building Resilient Infrastructures and Communities Grant Application Lift Stations 9, 12 and 16Sponsored by: Interim City Manager RESOLUTION NO. 22-071 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA- LOCKA, FLORIDA, RATIFYING A GRANT APPLICATION FOR A BUILDING RESILIENT INFRASTRUCTURES AND COMMUNITIES GRANT APPLICATION FOR REHABILITATION OF LIFT STATIONS 9, 12 AND 16, WITHIN THE CITY; PROVIDING FOR INCORPORATION OF RECITALS; PROVIDING FOR AN EFFECTIVE DATE WHEREAS, for a Building Resilient Infrastructures and Communities (BRIC) grant, which provides grants to effectively address the impacts of flooding and sea level rise that communities are facing. Eligible applicants may receive funding assistance to analyze and plan for vulnerabilities, as well as implement projects for adaptation and mitigation; and WHEREAS, the grant funding being requested is One Million Six Hundred Eighty - Seven Thousand Five Hundred Dollars ($1,687,500.00) with a required City match of Five Hundred Sixty -Two Thousand Five Hundred Dollars ($562,500.00), for a total project cost of Two Million Two Hundred Fifty Thousand Dollars ($2,250,000.00); and WHEREAS, the proposed project involves the upgrades of Lift Stations 9, 12 and 16 into more compact submersible configurations, which includes the installation of a new wet -well, valve vault, control panel, pumps, and associated pipeline. The stations are currently above ground and will be demolished. They will be replaced by below ground facilities, and the sites will be restored with new grass areas; and WHEREAS, the City Commission finds it in the best interest of the City and its residents to ratify the grant application, as described herein. NOW, THEREFORE, BE IT DULY RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA- LOCKA, FLORIDA: SECTION 1. The recitals to the preamble herein are incorporated by reference. SECTION 2. The City Commission of the City of Opa-Locka, Florida, hereby ratifies the submission of the grant application for a Building Resilient Infrastructures and Communities Grant Program for rehabilitation of Lift Stations 9, 12 and 16, within the City, attached hereto as Exhibit "A". SECTION 3. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors which do not affect the intent may be authorized by the City Manager, following review by the City Attorney and without need of public hearing, by filing a corrected copy of same with the City. SECTION 4. This Resolution shall take effect upon the adoption and is subject to the approval of the Governor or Governor's Designee. Resolution No. 22-071 PASSED and ADOPTED this 14th day of Dece ber, 2022. John Taylor J ayor TTEST: J anna Flores, City Clerk APPROVED AS TO FORM AND LEGAL SUFFICIENCY: l..rl J�S71•�r/� Btirnadette Norris- eeks,1'.A. City Attorney Moved by: Commissioner Bass Seconded by: Commissioner Williams VOTE: 5-0 Commissioner Bass YES Commissioner Kelley YES Commissioner Williams YES Vice Mayor Ervin YES Mayor Taylor YES 2 City of Opa-locka Agenda Cover Memo Department Manager: Adelina Gross Department Manager Signature: l �� 1 �{ `\'' ;�i cii.. bigv., >. Interim City Manager: Darvin Williams CM Signature: 4.4C.U..4.01`—te.-4. Commission Meeting Date: 12/14/2022 Item Type: (EnterX in box) Resolution te Ordinance Other X Fiscal Impact: (Enter X in box) Yes No Ordinance Reading. (Enter X in box) 1st Reading 2nd Reading X Public Hearing: (EnterX in box) Yes No Yes No X X Funding Source: Account# : (Enter Fund & Dept) Ex: Advertising Requirement: (EnterX in box) Yes No X Contract/P.O. Required: (Enter X in box) Yes No RFP/RFQ/Bid#: X Strategic Plan Related (EnterX in box) Yes No Strategic Plan Priority Enhance Organization Bus. & Economic Dev Public Safety Quality of Education Qual. of Life & City Image Communication Area: 0 Strategic Plan Obj./Strategy: (list the specific objective/strategy this item will address) X IN • Sponsor Name City Manager g Department: Capital Improvement Program City Manager Short Title: Ratification ofa Building Resilient Infrastructures and Communities Grant Application for Lift Stations 9,12 and 16 Staff Summary: In conjunction with the City's grant writing service, staff has applied for a Building Resilient Infrastructures and Communities (BRIC) grant, which provides grants to effectively address the impacts of flooding and sea level rise that communities are facing. Eligible applicants may receive funding assistance to analyze and plan for vulnerabilities, as well as implement projects for adaptation and mitigation. The grant funding being requested is $1,687,500 with a required City match of $562,500, for a total project cost of $2,250,000. The project involves the upgrades of Lift Stations 9, 12 and 16 into more compact submersible configurations, which includes the installation of a new wet -well, valve vault, control panel, pumps, and associated pipeline. The stations are currently above ground and will be demolished. They will be replaced by below ground facilities, and the sites will be restored with new grass areas. Grants for Lift Stations 9 and 16 have also been applied for through a separate grant program. Redundant applications are being submitted to increase the likelihood of getting funding from at least one of these programs. Financial Impact: The renovation of all three lift stations has an extremely high priority and are tentatively on the list of recommended ARPA-funded projects. Receipt of this grant will require utilization of $562,500 of ARPA funds for the required match but will make the remaining $1,687,500 of ARPA funds available for other purposes. The cost for preparing this grant application is covered in the $75,000 budget for these services included in the adopted FY 23 Budget. Proposed Action: Staff recommends the City Commission ratify the submission of a Building Resilient Infrastructures and Communities grant application for rehabilitation of Lift Stations 9, 12 and 16 Attachment: 1. Submitted Application OPA LOCKA r i IL L O R I D A Wastewater Lift Stations Building Resilient (7:W Infrastructurei and FEMA Communties 6vn sty 11/15/22, 11:38 AM FEMAGO - Sub Application City of Opa-Iocka Wastewater Lift Stations Subapplicant information Name of federal agency FEMA Type of submission Application CITY OF OPALOCKA 780 FISHERMAN ST OPA LOCKA, FL 33054 United States State UEI-EFT DUNS # FL YFKCKZNKEVG3 083111823 Subapplicant type Local Government Is the subapplicant subject to review by Executive No - Not covered Order 12372 Process? Is the subapplicant delinquent on any federal debt? No Continue Status: Submitted to recipient EIN # 596000394 https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view 1/1 11/15/22, 11:39 AM FEMAGO - Contact information City of Opa-Iocka Wastewater Lift Stations Contact information Subrecipient Authorized Representative (SAR) Adelina Gross agross@opalockafl.gov Point(s) of contact Primary phone Mailing address Status: Submitted to recipient Adelina Gross Primary phone Additional Mailing address Manager 3059532868 ext phones 780 Fisherman Street 3001 3054968992 Opa-Iocka FL 33054 - Work Mobile 3807 agross@opalockafl.gov Continue Fax https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Contact information 1/1 11/15/22, 11:39 AM FEMAGO - Community City of Opa-Iocka Wastewater Lift Stations Community Status: Submitted to recipient Please provide the following information. If the Congressional district number for your community does not display correctly, please contact your State NFIP coordinator. Add Communities Please find the community(ies) that will benefit from this mitigation activity by clicking on the Find communities button. If needed, modify the Congressional District number for each community by entering the updated number under the U.S. Congressional District column for that community. When finished, click the Continue button. NOTE: You should also notify your State NFIP coordinator so that the updated U.S. Congressional District number can be updated in the Community Information System (CIS) database. County CID CRS CRS Community name code number community rating OPA-LOCKA, CITY 086 120657 Y 9 OF Please provide any additional comments below (optional). Attachments Filename U.S. Congressional District 17 The City of Opa-Locka was incorporated in 1926 and is located within the northwestern area of Miami -Dade County within a geographic area of 4.2 square miles. The City of 16,464 has a mixture of residential, commercial, and industrial zones in addition to a general aviation airport. The City's population is overwhelmingly disadvantaged and minority. Large percentages of the population, approximately 85%, are considered economically challenged. Date Uploaded by Label Description Action uploaded Opa Locka Community 11/14/2022 agross@opalockafl.gov Community No Map.pdf Attachments description given. https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Community 1/2 11/15/22, 11:40 AM FEMAGO - Mitigation plan City of Opa-Iocka Wastewater Lift Stations Mitigation plan Please provide your plan information below. Is the entity that will benefit from the proposed activity Yes covered by the current FEMA approved multi -hazard mitigation plan in compliance with 44 CFR Part 201? Please provide plan detail Plan name Plan type Plan approval The Miami -Dade Local Local Multijurisdictional date Mitigation Strategy Multi -Hazard Mitigation 09/15/2020 Plan Status: Submitted to recipient Proposed activity description The project will rehabilitate three critical assets in the pump stations. The hardening of the stations will mitigate increasing risks from severe weather such as flooding. The project is needed to ensure reliable and safe wastewater service to 331 properties in the impact areas. The completion of the adaptation of critical facilities to combat existing and future risks will further the adopted LMS plan and the following goals and objectives. 1. Reduce Miami -Dade County's vulnerability to natural and man-made hazards 1.2. Identify new and emerging mitigation methods and products for new and retrofitting construction 2. Minimize future losses from all hazard impacts by reducing the risk to people and property 2.3. Identify mitigation projects that reduce risk to vulnerable populations that are at greater risk from hazards. 2.4. Integrate mitigation into existing structures during regular maintenance and replacement cycles 3. Implement mitigation projects that meet or exceed current codes 3.1 Design and develop projects that address both current and future risk 6. Promote mitigation measures for critical facilities Please provide any additional comments below (optional). Attachments Filename Date uploaded Uploaded by Label Description Action https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Mitigation plan 1/2 11/15/22, 11:40 AM FEMAGO - Mitigation plan Date Filename Uploaded by Label Description Action uploaded LMS - City of Opa-Locka - 11/14/2022 agross@opalockafl.gov Mitigation Plan No Wastewater Lift Station Attachments description Rehabilitation (9 12 16).pdf given. Continue https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Mitigation plan 2/2 11/15/22, 11:40 AM FEMAGO - Scope of work City of Opa-Iocka Wastewater Lift Stations Scope of work Status: Submitted to recipient The project Scope of Work (SOW) identifies the eligible activity, describes what will be accomplished and explains how the mitigation activity will be implemented. The mitigation activity must be described in sufficient detail to verify the cost estimate. All activities for which funding is requested must be identified in the SOW prior to the close of the application period. FEMA has different requirements for project, planning and management cost SOWs. Subapplication title (include type of activity and City of Opa-Iocka Wastewater Lift Stations location) Activities Primary activity type Primary sub -activity type Primary sub -activity type Secondary activity type (Optional) Secondary sub -activity type Tertiary activity type (Optional) Geographic areas description Community lifelines Primary community lifeline Primary sub -community lifeline Secondary community lifeline (optional) Utility and infrastructure protection Wastewater and/or sanitary sewer system Wastewater and/or sanitary sewer system Generator Permanent The project will take place in the City of Opa-Iocka, Florida. The community is located in northern Miami -Dade County and has a population of over 16,000. While the City is not directly on the coast, the community, like others in region, is beginning to be impacted by sea -level rise and increases in severe weather. Health and medical Public health https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Scope of work 1/6 11/15/22, 11:40 AM FEMAGO - Scope of work Hazard sources Primary hazard source Secondary hazard source (optional) Tertiary hazard source (optional) Is this a phased project? Are you doing construction in this project? Percentage of population impacted Provide detailed description of population impacted Provide a clear and detailed description of your proposed activity How will the mitigation activity be implemented? Flooding Tropical cyclone (Hurricane/Typhoon) No Yes 7 The rehabilitation of the three wastewater lift stations will impact three distinct areas of the community that rely on each facility for essential sewer service. Using the number of structures provided service by each station, the estimated number of people impacted will be approximately 1,250. A large percentage of these people live in poverty or are considered low to moderate income. As a result of the vulnerabilities each of the lift stations currently face, the City has already initiated design and engineering. The final plans are complete with permitting to follow in early 2023. Required permits include: • City of Opa-locka Engineering • Miami Dade Water and Sewer Dept. (MD-WASD) • Miami Dade RER Wastewater Section There are no anticipated land acquisitions or approvals needed to complete the proposed improvements. The project will be ready to bid and constructed once funding is secured. The City is requesting grant funding to assist with bidding, construction, and construction management. These tasks, once started, will take approximately 18 months and are estimated to cost $2,250,000 The scope of work for the project involves upgrading each station into a more compact, submersible configuration, which includes the installation of a new wet -well, valve vault, control panel, pumps, and associated pipeline. Permanent generators will also be installed at each of the stations. The control panel will be elevated to comply with base flood elevation. The design and permitting are already being https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Scope of work 2/6 11/15/22, 11:40 AM Describe how the project is technically feasible and will be effective in reducing the risk by reducing or eliminating damage to property and/or loss of life in the project area. Please include engineering design parameters and references to the following: preliminary schematic or engineering drawings/design; applicable building codes; engineering practices and/or best practices; level of protection (e.g., life safety, 100- yr flood protection with freeboard, 100-yr wind design, etc.): FEMAGO - Scope of work completed by the City to ensure the project is ready to be implemented as quickly as possible should funding be secured. To complete the project once design and permitting is finalized, the City will require three tasks. Task #1: Procurement The City will engage a consultant for preparation of the bid specification and development of the bid solicitation package. The consultant will work with City staff to finalize the bid solicitation package and provide assistance with pre -bid activities and technical assistance to bidders and review the bids received for completeness. Task: 2: Construction The City will enter into an agreement with the contractor. Upon approval of the construction schedule and pay application format, a notice to proceed will be issued. Upon NTP, the contractor will mobilize and complete the project according to the bid specifications and according to the schedule and budget agreed upon. The contractor will also be expected to coordinate activities with the construction management consultant and provide any required documentation requested. Task: 3 Construction Inspection/Management The City will perform project management with the assistance of a construction management consultant. It is anticipated that the consultant used for this task will be the same as in Task 1. Working with City staff, the consultant will serve as the contact with the construction contractor. Other responsibilities include reporting, including documentation of progress, inspections, financial reporting, and completion certification. The project has been fully designed and is technically feasible to reduce the risks posed by flooding and power loss. Each station has demonstrated its vulnerability to the impacts of flooding and power loss. The hardening of the entire station will include raising the control panel to above base flood elevation. The installation of a permanent generator will ensure that loss of power from storm conditions will not stop operation of the critical facility. By rehabilitating the pump stations to operate in significant flood waters and without disruption from power loss, the project will prevent disruption in service that can lead to sewer back up in homes and businesses and contamination of the nearby waterways, which all connect to the regional drainage system and to the https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Scope of work 3/6 11/15/22, 11:40 AM FEMAGO - Scope of work coast. The introduction of pollutants from sewage into the environment could lead to a public health emergency. A secondary risk being reduced includes the impact to the natural resources in the region. Reducing inflow and infiltration will reduce the level of contamination, reduce wastewater leakage, which could pollute waterways with excess nutrients that wreak havoc on the ecosystems by fueling harmful fumes that could put human health at risk, cause fish kills, and affect coral reefs of interconnecting water surfaces. The elimination of sewage ex -filtration within lift station service areas also poses a threat to the groundwater if not effectively conveyed to the treatment facilities. Rehabilitation of three lift stations by hardening and modernizing them will reduce the potential for these increasing threats. Who will manage and complete the mitigation activity? The key personnel will comprise a combination of City staff and consultants. The City will select an engineering firm to serve as construction manager and construction contractor. The City personnel and consultants who will complete the project are below. Project Manager: Adelina Gross, Manager Capital Improvement Programs Department Ms. Gross will serve as the project manager for the project. As the lead manager for CIP projects, she has knowledge of the water and sewer system and has led the project's planning process. Through experience with utilities operations, she oversees the City utilities, water, and wastewater operations as well as roads and stormwater. She will be able to work with other City staff to procure and manage the multiple consultants needed to complete the project. Project Construction Manager: TBD (Consultant) The City will utilize an engineering firm with experience in wastewater facilities. The firm will be selected to provide construction management and inspection services. The firm will possess knowledge of local conditions, be able to identify similar successful drinking water projects, and demonstrate experience with permitting and the utilization of federal funds for construction. Financial Manager: Robert Anathan, Budget Administrator (In -House) The City Finance Department will provide financial administration and reporting for the project. Mr. Anathan will work with the project manager in managing the budget for the project including appropriating funding for the work as https://go.Tema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Scope of work 4/6 11/15/22, 11:40 AM Will the project address the hazards identified and what risks will remain from all hazards after project implementation (residual risk)? FEMAGO - Scope of work reimbursements are requested and overseeing those requests to the granting agency. He will also ensure that financial management and recordkeeping meet federal funding requirements. Procurement/Bidding Manager: Purchasing Department Staff (In -House) The staff of the City's Purchasing Department will assist the project manager, design consultant, and administration consultant in preparing the bid package for construction. The purchasing staff manages all procurement for the City including large capital improvement projects. They have experience with procuring both consultants and contractors using federal funds. While City personnel will oversee the project and be heavily involved, all costs for the grant request and match will be contractual. The hardening of the stations will significantly mitigate increasing risks from the impacts of severe weather such as flooding and power loss. While there will always be some level of risk to the wastewater system due to its reliance on connectivity to other facilities, the hardening of the pump stations for this project will remove the specific risks that currently exist. Does the mitigation activity incorporate nature -based No solutions? When will the mitigation activity take place? Explain why this project is the best alternative. What alternatives were considered to address the risk and why was the proposed activity considered the best alternative? Please identify the entity that will perform any long- term maintenance and provide a maintenance, schedule and cost information. The subapplicant or owner of the area to be mitigated is responsible for maintenance (including costs of long-term care) after the project is completed? The mitigation project can begin immediately once funding is obtained. The City is in the middle of a continuing redevelopment effort and its budget constraints limit funding for capital funding. The importance of the project caused the City to complete design to be prepared to implement the project should funding become available. The City considered an alternative to the proposed project, rehabilitation versus constructing new stations. While the rehabilitation scope of work is a major reconstruction, the use of the existing sites and conveyance connections is advantageous and reduces the cost needed to complete the project. As the rehabilitated infrastructure becomes operational after construction, the City's Utility Department will continue to maintain the facilities. Funding for the maintenance and operation will come from the City's Water and Sewer Fund, which this year represents 26% of the City's annual total operating budget. The new hardened system will https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Scope of work 5/6 11/15/22, 11:40 AM Additional comments (optional) Attachments Filename FEMA Utility Mitigation Worksheet - Lift Stations.pdf LS#12 - LIFT STATION PLAN SET - signed.pdf Photos of lift stations street views.pdf Median Household - 2020 US Census - Opa locka.pdf LS#9 - LIFT STATION PLAN SET - signed.pdf LS#16 - LIFT STATION PLAN SET - signed.pdf Continue FEMAGO - Scope of work reduce maintenance from the previous facilities, but if additional maintenance is needed, funding from the Water and Sewer Fund will be available to properly resolve any issues. In 2021, the Water and Sewer Fund provided $11,439,076 for operations. The estimated cost for annual maintenance of each station is $8,000. The total maintenance cost for all three will be $24,000 per year. Date Uploaded by uploaded Label 11/14/2022 agross@opalockafl.gov Scope of Work Attachments 11/14/2022 agross@opalockafl.gov Scope of Work Attachments 11/14/2022 agross@opalockafl.gov Scope of Work Attachments 11/14/2022 agross@opalockafl.gov Scope of Work Attachments 11/14/2022 agross@opalockafl.gov Scope of Work Attachments 11/14/2022 agross@opalockafl.gov Scope of Work Attachments Description Action No description given. No description given. No description given. No description given. No description given. No description given. https://go.Tema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Scope of work 6/6 11/15/22, 11:40 AM FEMAGO - Schedule City of Opa-Iocka Wastewater Lift Stations Schedule Specify the work schedule for the mitigation activities. Add tasks to the schedule Status: Submitted to recipient Please include all tasks necessary to implement this mitigation activity; include descriptions and estimated time frames. Task Name Start Month Task Duration Bidding 1 (in Months) 4 months Task Description Develop bid package to advertise and select construction contractor. Task Name Start Month Task Duration Construction 5 (in Months) 14 months Task Description Construction contractor will implement bid specifications for all three stations. Task Name Start Month Task Duration Construction 1 (in Months) Inspection 18 months Task Description Engineering consultant will perform construction inspection and management for the project. Estimate the total duration of your proposed activities 18 (in months). Proposed project start and end dates Start Date End Date 2023-08-01 2024-01-30 https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Schedule 1/2 11/15/22, 11:40 AM FEMAGO - Location City of Opa-Iocka Wastewater Lift Stations Introduction Project location Status: Submitted to recipient Provide a detailed description of the proposed project's The City of Opa-Locka was incorporated in 1926 location. and is located within the northwestern area of Miami -Dade County within a geographic area of 4.2 square miles. The City has a mixture of residential, commercial, and industrial zones in addition to a general aviation airport. Similar to the rest of South Florida, the City continues to witness a growth in population, and it is anticipated that with the redevelopment initiatives the City has introduced, there will be significant growth within the next ten -to -twenty-year time frame. It is therefore incumbent on the City to ensure that its infrastructure meets the current and projected needs of not only an increase in residents but also the growing threat of flooding from changing conditions in the climate. The project will be implemented in three sanitary service areas/basins located within the City. Each basin is serviced by a lift station that conveys wastewater to the main collection lines and to the treatment facilities. The project impact areas will consist of each basin. Lift station #9 is located near NW 151st Street in the northern portion of the City and provides sewer to 213 properties. Lift Station #12 is within a commercial area between NW 42nd Avenue and Graighton Parkway. The area is situated on the very western border of the community near the airport and provides sewer to 91 structures. The third project site and impact area is Lift Station #16, also located in the western part of the City. The project impact area includes 27 properties that are served by the station. All three properties are owned by the City, secured and accessible only to City personnel. Latitude 25.911528 Longitude -080.249959 https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Location 1/4 11/15/22, 11:40 AM Attachments FEMAGO - Location Filename Date Uploaded by uploaded Lift Stations Location 11/14/2022 Map.pdf Project benefiting area Provide a detailed description of the benefiting area. Attachments Filename Label Description Action agross@opalockafl.gov Project Location No Attachments description given. proposed project's Each station provides wastewater service to a specific area or basin. The basins are generally defined by geographic area such as neighborhood. Together the three basins represent an estimated 7% of the population serving approximately 1,250 people. These areas, like most of Opa-locka, are economically challenged. The City is a financially disadvantaged small community. The median household income for the City is $22,494, which is significantly below the State of Florida's median household income. The City has a poverty rate of over 40%. In addition, 85% of the over 16,000 residents are identified as low and moderate income. The project will benefit all these people, the businesses in the area, and the larger natural environment that surrounds each basin. Wastewater service is an essential service provided in part by the pump stations, which are critical facilities. The Toss of service or back up into residences or onto the streets could result in a public health emergency that affects those disadvantaged members of the community the greatest. Date Uploaded by Label Description Action uploaded Project Benefit Area - LIft 11/14/2022 Stations 9 12 16.pdf agross@opalockafl.gov Location project benefiting area Attachments No description given. https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Location 2/4 11/15/22, 11:40 AM FEMAGO - Location Project impact area Provide a detailed description of the proposed project's impact area. Attachments Filename FIRM Map - Opa Locka Lift Stations.pdf USGS Map.pdf Each pump station site will be impacted by the work completed. Each site is relatively small and is owned by the City as right of way property. All three locations are existing pump stations, and the land use will not change. The scope of work will require ground disturbance for the hardening and enhancement to the well system, electric, and piping. Date Uploaded by uploaded Label 11/14/2022 agross@opalockafl.gov Location project impact area Attachments 11/14/2022 agross@opalockafl.gov Location project impact area Attachments Project site inventory Does this project subapplication propose to mitigate a property/structure(s)? ( Examples: residential home, commercial building, bridge, fire station, levee, pumping station, wastewater treatment plant, telephone pole, electric line, etc.) Do you know the location of the structure? Yes Yes Description Action No description given. No description given. Please download the excel template, and then fill out the template with building or infrastructure data. Enter the location of the property/structure. https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Location 3/4 11/15/22, 11:40 AM FEMAGO - Location List of location(s) (3 locations) Location Status ID Address Q 47856 NW 31st Ave. , Opa-locka, FL, Miami -Dade, 33054 Q 47857 1300 NW 46th Ave. , Opa- Iocka, FL, Miami -Dade, 33054 Q 47858 13161 NW 43rd Ave. , Opa-Iocka, FL, Miami - Dade, 33054 Continue Inventory type Infrastructure/Utility/other Infrastructure/Utility/other Structure type Government Government Mitigation action Floodproofing, Generator Floodproofing, Generator Infrastructure/Utility/other Government Floodproofing, Generator https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Location 4/4 11/15/22, 11:41 AM FEMAGO - Budget City of Opa-Iocka Wastewater Lift Stations Budget Status: Submitted to recipient Budget cost estimate should directly link to your scope of work and work schedule. You must add at least one item(s) greater than 0 for your cost estimate. As necessary, please adjust your federal/non-federal cost shares, and add the non-federal funding source(s) you are planning to use this project. Once you have completed this section, please click the Continue button at the bottom of this page to navigate to the next section. Add budget cost types and item(s) First, click the Add cost type button below to add cost type cost estimate and then click the Add item(s) button to add the item(s) for the cost estimate. Grand total: $2,250,000.00 Budget type: Construction Cost type: Cost estimate $2,250,000.00 Program income (optional) Cost share Cost share or matching means the portion of project costs not paid by federal funds. Proposed federal vs. non-federal funding shares Hazard Mitigation Assistance (HMA) funds may be used to pay up to 75% federal share of the eligible activity costs. For Building Resilient Infrastructure and communities (BRIC), small impoverished communities may be eligible for up to 90% federal share. For Flood Mitigation Assistance (FMA), and severe repetitive loss (SRL) properties may be eligible for up to 100% federal share. Repetitive loss (RL) properties may be eligible for up to 90% federal share. Flood Mitigation Assistance (FMA) and severe repetitive loss (SRL) properties may be eligible for up to 100% federal share. Repetitive loss (RL) properties may be eligible for up to 90% federal share. Is this an Economically Disadvantaged Rural Community? 0 This determines your federal/non-federal share ratio. Yes Proposed federal share $ Dollar amount Percentage 90.00 2025000.00 Proposed non- 10.00 225000.00 federal share Based on total https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Budget budget cost: 1/2 11/15/22, 11:41 AM FEMAGO - Budget $2,250,000.00 Non-federal funding sources here That portion of the total costs of the program provided by the non-federal entity in the form of in -kind donations or cash match received from third parties or contributed by the agency. In -kind contributions must be provided and cash expended during the project period along with federal funds to satisfy the matching requirements. Funding source Funding source: Utility Fund - City Funding amount % Non-federal share by source $225,000.00 100.00% Please provide any additional comments below (optional). Attachments Filename Date Uploaded by Label Description Action uploaded Funds Commitment Letter - Opa locka Lift 11/14/2022 agross@opalockafl.gov Budget No Stations.pdf Attachments description given. SF424 Forms for BRIC Application 2.pdf 11/14/2022 agross@opalockafl.gov Budget No Attachments description given. SF424C 2 0-V2.0.pdf 11/14/2022 agross@opalockafl.gov Budget No Attachments description given. Median Household - 2020 US Census - Opa 11/14/2022 agross@opalockafl.gov Budget No locka.pdf Attachments description given. Continue https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Budget 2/2 11/15/22, 11:41 AM FEMAGO - Cost-effectiveness City of Opa-Iocka Wastewater Lift Stations Cost-effectiveness How was cost-effectiveness determined for this project? ./ BCA completed in FEMA's BCA toolkit Subapplicant must attach supporting documentation. Pre -calculated benefits Substantial damage in special flood hazard area Other BCA methodology approved by FEMA in writing Not applicable Not applicable What are the total project benefits? ($) 5955297 What are the total project cost? ($) 2737568 What is the benefit -cost ratio (BCR) for the entire 2.17 project? Was sea level rise incorporated into the flood No elevations in the BCA? Were environmental benefits added to the project No benefits? Were social benefits added to the project benefits? No Please provide any additional comments below (optional). Attachments Filename BCA Opa-Locka Lift Stations PR.pdf Status: Submitted to recipient The BCA generated for the Utility project only analyzes the impact of the floodproofing of the facility. Additional benefits could potentially be incorporated for the mitigation of power loss. Date Uploaded by Label Description Action uploaded 11/14/2022 agross@opalockafl.gov Cost No Effectiveness description Attachments given. https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Cost-effectiveness 1/2 11/15/22, 11:41 AM FEMAGO - Environmental Historic Preservation EHP Review Information City of Opa-Iocka Wastewater Lift Stations Status: Submitted to recipient Environmental/Historic Preservation (EHP) Review Information Introduction An environmental/historic preservation review is required for all activities for which FEMA funds are being requested. FEMA will complete this review with the assistance of both the state or tribal government and the local applicant. It is important that you provide accurate information. If you are having problems completing this section, please contact your application point of contact. A. National Historic Preservation Act - Historic Buildings and Structures 1. Does your project affect or is it in close proximity to No any buildings or structures 50 years or more in age? B. National Historic Preservation Act - Archeological Resources Does your project involve disturbance of ground? Yes Please confirm that you have provided the information listed below by selecting each check box. (If you have not provided these documents in any other section of the application, please attach the required documents below.) To help FEMA evaluate the impact of the project, please indicate below any other information you are providing. (optional) Please provide an explanation and any information about this project that could assist FEMA in its review. https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Environmental/Historic Preservation (EHP) Review Information 1/5 11/15/22, 11:41 AM (optional) Attachments FEMAGO - Environmental Historic Preservation EHP Review Information Filename Date uploaded Uploaded by Label Description Action C. Endangered Species Act and Fish and Wildlife Coordination Act 1. Are federally listed threatened or endangered No species or their critical habitat present in the area affected by the project? 2. Does your project remove or affect vegetation? No 3. Is your project in, near (within 200 feet), or likely to No affect any type of waterway or body of water? D. Clean Water Act, Rivers and Harbors Act, and Executive Order 11990 (Protection of Wetlands) 1. Will the project involve dredging or disposal of No dredged material, excavation, adding fill material or result in any modification to water bodies or wetlands designated as 'waters of the U.S' as identified by the US Army Corps of Engineers or on the National Wetland Inventory? E. Executive Order 11988 (Floodplain Management) 1. Does a Flood Insurance Rate Map (FIRM), Flood Yes Hazard Boundary Map (FHBM), hydrologic study, or some other source indicate that the project is located in or will affect a 1`)/0 annual chance floodplain, a 0.2% annual chance floodplain, a regulatory floodway, or an area prone to flooding? https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Environmental/Historic Preservation (EHP) Review Information 2/5 11/15/22, 11:41 AM FEMAGO - Environmental Historic Preservation EHP Review Information Please explain in the text box below and/or provide any documentation to identify the means or the alternatives considered to eliminate or minimize impacts to floodplains (See the 8 step process found in 44 CFR Part 9.6.) to help FEMA evaluate the impact of the project: The project has been designed as to not impact the floodplain. The rehabilitation of the existing pump stations and use of the already impacted sites will allow for no impact to the floodplains. Please provide an explanation and any information about this project that could assist FEMA in its review. (optional) 2. Does the project alter a watercourse, water flow No patterns, or a drainage way, regardless of its floodplain designation? Attachments Filename Date uploaded Uploaded by F. Coastal Zone Management Act 1. Is the project located in the state's designated No coastal zone? G. Farmland Protection Policy Act 1. Will the project convert more than 5 acres of prime No or unique farmland outside city limits to a non- agricultural use? Label Description Action H. Resource Conservation and Recovery Act (RCRA) and Comprehensive Environmental Response Compensation and Liability Act (CERCLA) (Hazardous and Toxic Materials) 1. Is there a reason to suspect there are contaminants No from a current or past use on the property associated with the proposed project? https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Environmental/Historic Preservation (EHP) Review Information 3/5 11/15/22, 11:41 AM FEMAGO - Environmental Historic Preservation EHP Review Information 2. Are there any studies, investigations, or No enforcement actions related to the property associated with the proposed project? 3. Does any project construction or operation activities No involve the use of hazardous or toxic materials? 4. Do you know if any of the current or past land -uses No of the property affected by the proposed project or of the adjacent properties are associated with hazardous or toxic materials? I. Executive Order 12898, Environmental Justice for Low Income and Minority Populations 1. Are there low income or minority populations in the Yes project's area of effect or adjacent to the project area? If Yes, you must confirm that you have provided the following either in the text box below or by attachment: (If you have not provided these documents in any other section of the application, please attach the required documents or provide the description below.) To help FEMA evaluate the impact of the project, please indicate below any other information you are providing. (optional) Please provide an explanation and any information about this project that could assist FEMA in its review. (optional) Attachments Filename Date uploaded Uploaded by Label Description Action https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Environmental/Historic Preservation (EHP) Review Information 4/5 11/15/22, 11:41 AM FEMAGO - Environmental Historic Preservation EHP Review Information J. Other Environmental/Historic Preservation Laws or Issues 1. Are there other environmental/historic preservation No requirements associated with this project that you are aware of? 2. Are there controversial issues associated with this No project? 3. Have you conducted any public meeting or solicited No public input or comments on your specific proposed mitigation project? K. Summary and Cost of Potential Impacts Having answered the questions in parts A. through J., No have you identified any aspects of your proposed project that have the potential to impact environmental resources or historic properties? Continue https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Environmental/Historic Preservation (EHP) Review Information 5/5 11/15/22, 11:42 AM FEMAGO - Evaluation City of Opa-Iocka Wastewater Lift Stations Evaluation Is the applicant participating in the Community Rating System (CRS)? Select rating. Is the applicant a (CTP)? Cooperating Technical Partner Was this application generated from a previous FEMA HMA Advance Assistance or Project Scoping award or any other federal grant award, or the subapplicant is a past recipient of Building Resilient Infrastructure and Communities (BRIC) non -financial Direct Technical Assistance? Has the applicant adopted building codes consistent with the international codes? Have the applicant's building codes been assessed on the Building Code Effectiveness Grading Schedule (BCEGS)? Describe involvement of partners to enhance the mitigation activity outcome. Discuss how anticipated future conditions are addressed by this project. Yes 9 No No No No Status: Submitted to recipient There are no partners involved in the project. One of the most significant challenges for the community is effective wastewater management and the mitigation of threats to the essential sewer service. Many of the City's sanitary sewer pump stations are not resilient and are vulnerable to the impacts of flooding and other natural weather conditions. As conditions in the region continue to produce frequent and more severe storms, there is an immediate need to address this problem. The City has completed several major planning initiatives to address these issues and identify the most impactful course of action to protect, first and foremost, public safety and health but also further the economic redevelopment of the community. The threat from a changing climate to the wastewater system is increasing each year. The project have been designed to exceed the level of protection from current conditions and be https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Evaluation 1/2 11/15/22, 11:42 AM FEMAGO - Evaluation effective well into the future as more intense flooding and wind impact the community. Additional comments (optional) Attachments Filename Date uploaded Uploaded by Label Description Action https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Evaluation 2/2 11/15/22, 11:42 AM FEMAGO - Assurances and certifications City of Opa-Iocka Wastewater Lift Stations Assurances and certifications Status: Submitted to recipient OMB number: 4040-0009, Expiration date: 02/28/2022 View burden statement SF -424D: Assurances - Construction Programs Content: OMB Number: 4040-0009 Expiration Date: 02/28/2022 Certain of these assurances may not be applicable to your project or program. If you have any questions, please contact the awarding agency. Further, certain Federal awarding agencies may require applicants to certify to additional assurances. If such is the case, you will be notified. As the duly authorized representative of the applicant, I certify that the applicant: 1. Has the legal authority to apply for Federal assistance and the institutional, managerial and financial capability (including funds sufficient to pay the non -Federal share of project costs) to ensure proper planning, management and completion of the project described in this application. 2. Will give the awarding agency, the Comptroller General of the United States and, if appropriate, the State, the right to examine all records, books, papers, or documents related to the assistance; and will establish a proper accounting system in accordance with generally accepted accounting standards or agency directives. 3. Will not dispose of, modify the use of, or change the terms of the real property title or other interest in the site and facilities without permission and instructions from the awarding agency. Will record the Federal awarding agency directives and will include a covenant in the title of real property acquired in whole or in part with Federal assistance funds to assure nondiscrimination during the useful life of the project. 4. Will comply with the requirements of the assistance awarding agency with regard to the drafting, review and approval of construction plans and specifications. 5. Will provide and maintain competent and adequate engineering supervision at the construction site to ensure that the complete work conforms with the approved plans and specifications and will furnish progressive reports and such other information as may be required by the assistance awarding agency or State. 6. Will initiate and complete the work within the applicable time frame after receipt of approval of the awarding agency. 7. Will establish safeguards to prohibit employees from using their positions for a purpose that constitutes or presents the appearance of personal or organizational conflict of interest, or personal gain. 8. Will comply with the Intergovernmental Personnel Act of 1970 (42 U.S.C. §§4728-4763) relating to prescribed standards for merit systems for programs funded under one of the 19 statutes or regulations specified in Appendix A of OPM's Standards for a Merit System of Personnel Administration (5 C.F.R. 900, Subpart F). https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Assurances and certifications 1/3 11/15/22, 11:42 AM FEMAGO - Assurances and certifications 9. Will comply with the Lead -Based Paint Poisoning Prevention Act (42 U.S.C. §§4801 et seq.) which prohibits the use of lead -based paint in construction or rehabilitation of residence structures. 10. Will comply with all Federal statutes relating to nondiscrimination. These include but are not limited to: (a) Title VI of the Civil Rights Act of 1964 (P.L. 88-352) which prohibits discrimination on the basis of race, color or national origin; (b) Title IX of the Education Amendments of 1972, as amended (20 U.S.C.§§1681-1683, and 1685-1686), which prohibits discrimination on the basis of sex; (c) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C.§794), which prohibits discrimination on the basis of handicaps; (d) the Age Discrimination Act of 1975, as amended (42 U.S.C.§§6101-6107), which prohibits discrimination on the basis of age; (e) the Drug Abuse Office and Treatment Act of 1972 (P.L. 92-255), as amended, relating to nondiscrimination on the basis of drug abuse; (f) the Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and Rehabilitation Act of 1970 (P.L. 91-616), as amended, relating to nondiscrimination on the basis of alcohol abuse or alcoholism; (g) §§523 and 527 of the Public Health Service Act of 1912 (42 U.S.C. §§290 dd-3 and 290 ee- 3), as amended, relating to confidentiality of alcohol and drug abuse patient records; (h) Title VIII of the Civil Rights Act of 1968 (42 U.S.C. §§3601 et seq.), as amended, relating to nondiscrimination in the sale, rental or financing of housing; (i) any other nondiscrimination provisions in the specific statute(s) under which application for Federal assistance is being made; and, (j) the requirements of any other nondiscrimination statute(s) which may apply to the application. 11. Will comply, or has already complied, with the requirements of Titles II and III of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (P.L. 91-646) which provide for fair and equitable treatment of persons displaced or whose property is acquired as a result of Federal or federally -assisted programs. These requirements apply to all interests in real property acquired for project purposes regardless of Federal participation in purchases. 12. Will comply with the provisions of the Hatch Act (5 U.S.C. §§1501-1508 and 7324-7328) which limit the political activities of employees whose principal employment activities are funded in whole or in part with Federal funds. 13. Will comply, as applicable, with the provisions of the Davis -Bacon Act (40 U.S.C. §§276a to 276a-7), the Copeland Act (40 U.S.C. §276c and 18 U.S.C.§874), and the Contract Work Hours and Safety Standards Act (40 U.S.C. §§327-333), regarding labor standards for federally -assisted construction subagreements. 14. Will comply with flood insurance purchase requirements of Section 102(a) of the Flood Disaster Protection Act of 1973 (P.L. 93-234) which requires recipients in a special flood hazard area to participate in the program and to purchase flood insurance if the total cost of insurable construction and acquisition is $10,000 or more. 15. Will comply with environmental standards which may be prescribed pursuant to the following: (a) institution of environmental quality control measures under the National Environmental Policy Act of 1969 (P.L. 91-190) and Executive Order (EO) 11514; (b) notification of violating facilities pursuant to EO 11738; (c) protection of wetlands pursuant to EO 11990; (d) evaluation of flood hazards in floodplains in accordance with EO 11988; (e) assurance of project consistency with the approved State management program developed under the Coastal Zone Management Act of 1972 (16 U.S.C. §§1451 et seq.); (f) conformity of Federal actions to State (Clean Air) Implementation Plans under Section 176(c) of the Clean Air Act of 1955, as amended (42 U.S.C. §§7401 et seq.); (g) protection of underground sources of drinking water under the Safe Drinking Water Act of 1974, as amended (P.L. 93-523); and, (h) protection of endangered species under the Endangered Species Act of 1973, as amended (P.L. 93-205). 16. Will comply with the Wild and Scenic Rivers Act of 1968 (16 U.S.C. §§1271 et seq.) related to protecting components or potential components of the national wild and scenic rivers system. 17. Will assist the awarding agency in assuring compliance with Section 106 of the National Historic Preservation Act of 1966, as amended (16 U.S.C. §470), EO 11593 (identification and protection of https://go.Tema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Assurances and certifications 2/3 11/15/22, 11:42 AM FEMAGO - Assurances and certifications historic properties), and the Archaeological and Historic Preservation Act of 1974 (16 U.S.C. §§469a- -1 et seq.). 18. Will cause to be performed the required financial and compliance audits in accordance with the Single Audit Act Amendments of 1996 and OMB Circular No. A-133, "Audits of States, Local Governments, and Non -Profit Organizations." 19. Will comply with all applicable requirements of all other Federal laws, executive orders, regulations, and policies governing this program. 20. Will comply with the requirements of Section 106(g) of the Trafficking Victims Protection Act (TVPA) of 2000, as amended (22 U.S.C. 7104) which prohibits grant award recipients or a sub -recipient from (1) Engaging in severe forms of trafficking in persons during the period of time that the award is in effect (2) Procuring a commercial sex act during the period of time that the award is in effect or (3) Using forced labor in the performance of the award or subawards under the award. https://go.fema.gov/subApplication/088990e3-a781-4d93-a78e-c86e06e43942/view#Assurances and certifications 3/3 CITY OF OPA-LOCKA Community Map FLORIDA IOpa-locka, Florida Everglades Wildlife l'v1anagenient Area::. Andytc ,'n East'Coast ufferiWater -711 Preserve Area Dural Go gle 074) Plantati Da �Ie Miami La es U�?rf el� Beach uyvUooiia '1 AllanUgh ale' `Aventu a6-118eacn Miami f'nralI ral an .each MIAMI2 COUNTY eiliverha t,';ccl ntrc ti�cr�,+ 7aor November 8, 2022 Mrs. Laura Dhuwe, State Hazard Mitigation Officer Florida Division of Emergency Management 2555 Shumard Oaks Boulevard Tallahassee, Florida 32399-2100 Office of Emergency Management Local Mitigation Strategy 9300 NW 41 St Miami, FL 33178 Email: eoc@miamidade.qov Phone: 305-468-5427 Fax: 305-468-5401 Re: Building Resilient Infrastructure and Communities Application for the City of Opa-Locka Dear Mrs. Dhuwe, The Miami -Dade County Local Mitigation Strategy (LMS) Working Group approves and supports the City of Opa-Locka project: "Wastewater Lift Station Rehabilitation (9,12,16)". BRIC 2022 Funding Priority Project Name Applicant Goal/Objective Implemented Estimated Total Project Cost Estimated Federal Share N/A Wastewater Lift Station Rehabilitation (9,12,16) City of Opa-Locka 2 $ 2,250,000.00 $ 1,687,500.00 The project aligns with our LMS goals and objectives, and with the State's mitigation goals and objectives (in accordance with the Code of Federal Regulations 44§ 201.6). Furthermore, the City of Opa-Locka is a continuing participant in the Miami -Dade County Local Mitigation Strategy (LMS) Working Group. The project in question is listed in our project list. For further information or inquiry, please contact me at (305) 468-5427 or robin.yanq(cr7miamidade.gov Sincerely, Robin Yang, Miami -Dade County LMS Chair FLORIDA DIVISION OF EMERGENCY MANAGEMENT Mitigation Bureau - Technical Unit January 2020 UTILITY MITIGATION WORKSHEET for preliminary Benefit Cost Analysis conducted by the State Mitigation Technical Unit This worksheet applies for the following mitigation activities: Utility Mitigation Projects (Undergrounding electrical system, sewer system upgrade, upgrade of electrical components for a utility, etc.). For assistance, contact the State of Florida Mitigation Technical Unit. IMPORTANT: This worksheet is required as part of your application. The State of Florida Mitigation Technical Unit will conduct a Benefit Cost Analysis (BCA) for your project and the following information is needed to evaluate cost effectiveness. Once a preliminary BCA is completed, the reviewer will contact you to collect support documentation. NOTE: Having a complete worksheet will expedite the Technical Review. SECTION I - PROJECT GENERAL INFORMATION Project Name Opa-Iocka Wastewater Applicant City of Opa-locka Point of Contact Name: Adelina Gross Address (Please include City, State and Zip Code): 780 Fisherman Street Opa-Locka, Florida 33054 Phone number: 305-953-2826 Email: agross@opalockafl.gov HMA Program (FMA, PDM, HMGP, 406 PA MITIGATION) BRIC SECTION II - UTILITY GENERAL INFORMATION Address Multiple - see listing In case of multiple sites, attach to this worksheet a list of all locations/sites involved in this project. City, State and Zip Code Opa-locka, FL 33054 County Dade Year Built: 1985 Source (Ex: Property Appraiser): City Personnel In the case of utility infrastructure, provide the year of construction of the oldest structure or the average age of the structure, if improvements have been completed over the years, due to land development. SECTION III- PROJECT COST INFORMATION Mitigation Project Cost $ 2,250,000 A lump sum on this worksheet is acceptable for preliminary BCA, but a detailed breakdown attached to your application is required. Annual Maintenance Cost $ 24,000 Relates to the amount of money you expect to spend every year maintaining the project, to ensure functionality at the time of a storm event. Utility Mitigation Worksheet Page 1 of 2 FLORIDA DIVISION OF EMERGENCY MANAGEMENT Mitigation Bureau - Technical Unit January 2020 SECTION IV - HAZARD / MITIGATION INFORMATION Type of Proposed Project: The project will rehabilitate three altlul meets la the pump station.. The hardening of the stream will mitigate InaeWng risks from severe weather such ea flooding. The project le needed to ensure reliable and safe weelewata, service (e.g. Undergrounding of electrical system, upgrade of electrical components for utility, gas system upgrade, sewer system upgrade, etc.) SECTION V - LOSS OF SERVICE Select the type of utility infrastructure to mitigate: ❑ Electrical ▪ Potable Water ▪ Gas ❑✓ Wastewater • Telecom n Other (describe): What is the population being served by the utility system that will be mitigated? 1250 Population relates to number of customers being served by the system and that will be affected in the case of an outage. Include only the customers connected to locations that will be mitigated. SECTION VI - HISTORICAL DAMAGES Provide a list of outages suffered in the past, due to a storm event: (Attach an additional page if necessary) Year Storm Name Date Outage duration (hrs.) Source of outage information Has the City or County incurred any expenses attending the emergency during past events? If so, please provide details: (Attach an additional page if necessary) Incurred Expenses refers to any type of expense like: renting portable generators, chillers, sewage trucks to attend the emergency and avoid negative impact. Year Expense Description Cost ($) Utility Mitigation Worksheet Page 2 of 2 Lift Station — Project Locations Lift Station #9 Lift Station #12 Lift Station #16 NW 31st. Ave. Opa-Iocka, FL 33054 1300 Nw 46th Ave. Opa-Locka, Fl 33054 13161 NW 43rd Ave. Opa-Iocka, FL 33054 CITY OF OPA-LOCKA LIFT STATION 9 REHABILITATION CITY COMMISSION MAYOR: VERONICA WILLIAMS V ICE MAYO R: JOHN 11 TA YLOR CO MM ISSIO NER : DR . SH ERELEAN BA SS CHRIS DAVIS A UDREY DOMIN GUEZ INTERIM CITY MA NAGER: DARVIN WILLIAM LOCATION MAP ATOM MSST'S BSiON A LWA YS CA LL ell BEFORE YOU DIG n.n a:nnee. t the www. callsunshine.com 13899 BISCAYNE BLVD., SUITE 310 BEACH, FL NORTH MIAMI IN EER IN G. COM 33181 PH (305) 440-4334 ENGINEERING CA#29695 I NDEX OF SHEETS S HEET NO C-100 C-200 TO C-201 0-300 C-301 0-310 C-311 wsnsm oucsrAnanwwn mrta mwi ENFIXUme<xo.m e MOINTED:''u US. `SMAMr10Nrc"° wro.moi en nvoourt ,rc a+*xe un Z2VD MDLM6D OOAnrOJT 9.:FD.wDYu[DUOMF PREP ARED BY: ENGI NEER OF REC ORD: FL PE NO.. SHEET DESCRIPTIO N C OVE R SHEET GENERAL N OT ES SA NITARY SEWER PLAN AND PROFILE SANITA RY SEWER DETAILS MEC HA NIC AL PLAN A ND PUM P D ATA STRUCTU RAL PLAN AND D ETAILS NOTE: T HE SCALE OF THES E PLA NS MAY HAVE CH ANGED DU E TO REP RODUCTI ON SS N ENGI NEERI NG, LLC RUBEL SIDDIQ UE, PE 67239 S HEET NO. 0-100 STANDARD REQUIREMENTS F OR WATER AND SEWER CONSTRUCTION (GS 0.5 -SHEET 1 OF 2) All MATERIALS :;RUCTION U,\''.. A. 8E IN STRICT A;. "_DANCE WITH THE REQUIRE MENTS OF THE MIAMI-DADE WATER AND SEWER DEPARTMENT AND SHrc„ . .,,: 1! ORM TO THE SIAN..;A, U AN.; to -'1. CA(CATIONS AVAILABLE AN3 ON FILE WITH T HE DEPARTMENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS. 2, COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 3'-0"4.11N . UNDER RIGID PAVEMENT. 3. All MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10 " RISER PIPES AND NO . 3 OR 53 VALVE BOXES FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE W ITH 6" RISER PIPES AND NO . 2 VALVE BOXES. 4. All FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AT THE POINT OF ENTRY. 5. All GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORD ANCE WITH DEPARTMENT STANDARDS. 6. FIRE HYDRANT REQUIREM ENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY THE MIA MI-DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY W ITH INSTALLATION IN ACCORDANCE W ITH DEPART MENT STANDARDS. 7. CONTRACTOR MUST CA LL M-DWASD INSPECTION DIVISIO N TO ARR ANGE FOR A PRE -CO NSTRUCTIO N MEETING 2 FULL BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS PRIOR TO EXCAVATION . 8. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS CO MPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOW ING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT. o EASEM ENTS, IF REQUIRED. b. CONTRACTOR'S W AIVER AND RELEA SE OF LIEN. c, ABSOLUTE BILL OF SALE. tl. i. CONTRACTOR'S LETTER OF W ARRANTY (I. E.. LETTER AGREEMENT) . ii . DEVELOPER'S CONTRACT BOND (I .E., CONTRACT AGREEMENT). e. "A5 -BUILT" PRINTS 24"x36" SHOWING SPECIFIC LOCATIONS, DEPTH, ETC. OF All WATER AND SEWER FACILITIES AS LOCATED BY A LICENSED FLORIDA SURVEYOR . ALONG WITH PRINTS OF " AS -BUILT WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR . (N o. OF PRINTS: 3 -FOR WATER. 4 -FOR GRAVITY SEW ER AND 5 -FOR FORCE MAIN OR PUM P STATION PROJECTS). THE DEPART MENT RESERVES THE RIGHT TO REOUIRE SUBMITTAL ON ELECTRONIC MEDIA IN ACCORDANCE WITH SEC. 01775 "MAGNETIC MEDIA SUBMITTAL". 1. H. R.S. LETTER OF RELEASE REQUIRED FOR All W ATER PROJECTS. g Bill OF SALE SKETCH (8 1/2"x11") FOR WATER AND SEW ER. SEPARATELY . 11. A11 NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP. 12. AN APPROVED PAVING AND DRA INAGE PLAN MUST BE SUBMITTED TO M DWASD FOR All NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SE WER PERMIT PLANS, UPON REQUEST. 13. UNLESS OTHERW ISE SPECIFIED. A ll TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING MAINS Will BE DONE BY DEPART MENT FORCES. UNDER NO CIRCUMSTANCES W ill THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. THE TAPPING SLEEVE AND TAPPING VALVE ARE FURN ISHED AND INSTA LLED BY THE CONTRACTOR UNDER THE SUPERVISION OF TH E INSPECTOR. "AS -BUILT" REQUIREM ENTS FOR WATER A ND SEWER CONSTRUCTION (OS 0.5- SHEET 2 OF 2) 1. AT TH E COMPLETION OF A NY WATER AN D SEWER JOB, EITHER DONATION OR CONTRACT, THE CONTRACTOR SHALL SUBMIT: o. AS -BUILT PRINTS WHICH HAVE BEEN SIGNED AND SEALED 8Y A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. (O1Y OF PRINTS. AS REQUIRED BY THE DEPARTMENT.) 2. " AS -BUILT" FORMAT' o. 24"x36" PRINTS b. LOCATION MAP SCALE SHOULD BE 1"=300' AND SECTION - TOW NSHIP -RANGE SHOULD BE SHOW N. c. THE W ORD " AS -BUILT" IN LARGE LETTERS. o TITLE BLOCK WITH DEP ARTMENT DS. DW OR ER NUMBER AND PERTINENI INFORMATION. e. PREFERRED SCALE TO BE I"= 40' HORIZONTALLY AND 1"= 4' VERTICALLY*. f. STREET NOMENCLATURE g. SEPARATE AS-BUILTS FOR WATER AND SEW ER. h SEPARATE W ATER AND SEW ER PROFILE. I. STATIONING STARTING WTH 0+ 00 AT PERMA NENT REFERENCE POINT (LE. , CL,SL ETC.) OR AS SHOWN ON DESIGN PERMIT PLANS. AND TO RUN CONTINUOUSLY TO END OF MAIN. j. EASEMENTS, IF ANY. TIED TO PERMANENT REFERENCE POINT. R. IDENTIFY ALL CONTROL LINES (LE. BLDG. LINE. PROPERTY LINE. R/W, ETC). I. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS, LEAVING ONLY "AS -BUILT" INFORMATION REFLECTED IN DRAW INGS. 3 WA TER "AS-BUIL TS" MUST INCLUDE: 0. PLANS SHOW ING PIPE SIZE, M ATERIAL AN D OFFSET OF MAIN. DEFLECTIONS (IF ANY). STATION OF SERVICES, HYDR ANTS AND FITTIN GS Al THE MA INLINE (IF PERPE NDICULAR TO IT), AND AT MAIN AND END OF SERVICES IF ANY. OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY. D. P ROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EV ERY 100' STATION AND AT ANY CHANCE IN GRADE (WITH CORRESPONDING STATION), PIPE SIZE AND PIPE M ATERIALS REFERENCED TO PLAN. 4, SEWER "AS-BUILTS" MU ST INCLUDE. • PLAN SHOW ING M ANHOLE NUMBER, PIPE SIZE AND PIPE MATERIAL OF PIPE, DEFLECTION, IF A NY (FORCE MAIN ONLY), A ND LOCATION OF LA TERALS WITH REFERENCE TO MANHOLE. b PROFILE SHOW ING M ANHOLE NUMBER (AS PER PLAN), RIM AND INVERT ELEVATIONS (IF MORE THAN ONE INVERT. LABEL NORTH, SOUTH , ETC), AND STATION STARTING AT EACH 0+ 00 AT DOW NSTREAM MANHOLE. 5 FORCE MAIN "AS -BUILT" SAME AS W ATER MAIN ABOVE. 6. EACH AS -BUILT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTMENT) OF ALL THE M ANHOLES AND VALVES A ND OF AT LEA ST TWO HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED AND LOCATED W ITHIN THE PROJECT. OTHER SCALE MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPA OF DRAWINGS. w1C tW INIM ENOWEE RIN O. ILL NORTH 1.11/N IMEK.I. FL 131/II F14 106 .1.1.432F2 PROJECT NO, 202201002 RER-DERM WATER -SEWER GENERAL NOTES 1. AIo11ea1W dina0e.1 al kal61ee1. awl . .ewbW10 Mel ( aula4M(00 0100.1 . Wall be nW nl4r ed betw ee n w avily or pewe e Semw pipes and wale, pipes Ihe ml03npn haiw.al xl»ralion can be wdw ed to 1 M el Mr rxwm type sewers or b, rawly swlee the top of se rer pip e Is at P.16 inches brawl the b ohmn of Mew., pipe. When M e.. smcgl ed ImPonoi aKaoe uberb r annol be eel dw loandmlry winengm.. I acMy co... in.MI sepalal bm we armed go ne of tie foll owing lief: al Ilse saver p0es ale designed and eon. oiled +gal tone ware, pipe and P1+wo lend al 150 poi, b1, Ihesewm hemmed b a w ale10 0 000b ppe3, 0Mlele . 0 the top of the uv.,Pal Ma al g.hes bel ow the bdlom N the wale, pipe. 1 A medical dMaxe of al kcal 12 bxhes (whil e to 10410 01 Wall be m aintai ned b armen a,., W alu and sew maim will wuwe, pipes pefenbll crossing under wit ef.lm 111111edm omse nkal s ewraak n tanbemaw. to 6 010180 fa vacuum typ exwen no f or gravity 1,00 when the Sew. pipe lo below the mt. malt Ile(mobg sl13 be arranged aIha01w M1 main joints me al W ant 6 Met Ilan all Joints to pawky and p.a. se0el pipe TNs0M anm can le led.. to 3lee1 bn vaum4ype woven When the abov e sp e0Ykd sedkaldhlance co/edam.. be mot due r a+Idbg oSel poud I ad4ty conga I. smalv.pal.w eaYowed it one Ihelebwb y Is net: al Th e o*oeWsae designed and romuue ed egralolhewwwpipe an d presow e Pol ed all5op, . b) I he W eergm eased in awalenjlhlca„ie. pie or compete. 3. Pa rele as eval..shaller harmed al IV,pw.s 01 n ew latemimrelay Sewer s a, 6,1001 wog./waew.0,0311 010003+4 a pubic wef..,, o,edbn ae aWMhe CAW M o,Dwtlk Iron Pipe,The nano, * enabl e e alilliallon talc or g.Mly 1ada3 y ,o ven mnNalxled in a pub& welhe 0 prdMbn aea atoll r, al heme..lad 001. 1113 (501 harm per6Nape d.nelw petmie per d al, baud on a minimum,. (21 hest., ...a a rnkkmum. two (2) f eel el positive lead ab ove th e now d Hre Pipe. b) Nonheade.1Y land urea . Iwen17 RDI 91,,30. .1,l pipe 0 boeI, petmr per d ay, baud on a minim um Iwo I2l nom e 9hadnga minima, Iwo Ill feel ofp1WAe her a.ve Ile mown or th e MK el A ny .6, 1,d Auks GI aW ob0Mrlid elalleOwn, pbaaral be Fen.... m eow., (he t otal leafage 16 Won Mal al ow. . 1. Th e nra0rvrs Awe,.eltil,01 *o role of gr ay. oars..Ydwen 10 tra 4d o otsbe a pbk we1A0 prole.. . arms1W1 kw o ne Iva.drnd (100) gars per AN pipe diameter per rode per day. based on a 6x0310,. Iw o (a) bow l est + 68 a mid0wm el two (21 Pal of poulbe Wad W ow 1M mown of I1 +yc0. Any oi neo ad kak oo, an y utr rioo 40.tlAe IoM, u. pipes Jul be sew.. wen when the I pal111.x, nbelOsv lal.bwM . 6. fw .emah we ala y s oeml t omb 0IS Olhbna pddko0Ik0 puledb n a ea sill be dwlllea un. CA0) PVC , HOPIot a,N comm. pt... sew er pipes 7. e mMal ay., ale ofb pA . envNla rywren WW1 he: alon0k al oe , CAW M, MO. and PVC Pipe. Ibe 110 010e leakage rale speclled A Amerk an Wale, Ma in Assa 0t bn Standard WWWAS) C6W e2 a a lea r.m41., el I W pd.r adnra bn al ml l aw than tw o (1) run. 41 ReMp.edConmmie Pm.ute Pipe. Ilan ll/2lthe a.m..M heal oge Me ,pee.. . AWW O(60 06' Yateapteswe 01100p a We a ana0.d 11011+0Ul an Iw o (2)Iows. 1) 2oy Mem.ved le aln aegobv../.1.1.Pinbo, op ts Mal be, oplaed 0W nwhen to I otk ada.e bhelw ,lbal akWed. 6. 11010 0l.xlw Thal r edly rube , dr M1, and.lu,x lei of only. u nderyuwld ull1 l es plot b oat ol co,Nrw( bn. A oe l W a ca.rxl0t YNaY.iYY papa. mall, . able,, etc. In Ile owe hew!. W ove an WMY . water ur wo rn pipe meepl wh.velhey.mew 10. W o,,00. of therraksie k ma d to c omaln bwleds a*waaeaed/a mo und orgmun w ale, warearMnalion . We bluwklgslal 4.6 al nwan Atl1am.000. loa my all aypkoble w kly rwm . tubelsled5.Mw . 0,uelW naW be kabn,.mo oned b ile an...Meagen.n. 41 ow n... ne nty the(mbonmem ai Mongal, ya d h eaaa bn ONhb n( DARN . The omn r an he to n. ... (3071 1(2LXq. c1, lWOanbaled s on. and/ or b oned solid w to late dal Iseatc oaled d0Yeconsuctbn .rive Nry'Nuke pray!, lag a nd W ow.W ow.A xc nldaee wlloot h ihe lst ale and federal tel MMbp, r advis ed,hO th e.edaay.el/opeata h Ile IMP JuIlloilly an a. .nnnl andmay ha elequkement1beyod Ilou p,w0ed by Ie,elo .0dl,p a,l w,IhA•M 0 ,(( 02Wo,3 o wned landfaal(C.ai I land@) kap ,opi Me and Sek ded , pk a,e.010x11,11 E MLml nd e (Wed, P ep...* of sopd Wale Mangplmlu al 1305) 59666661st Inamllw0. dl Ile wow llconla0,aledmbs,.Ialeal!domed to th e olgWl au valbn me dics plot app( pnl of WYMaMgelm,d Vim Iran 1. Emh onlmMal Mo nk.. and ReaOalbn Olvhbt The E MM ca n be con... d 1305137,6300. 11. imps moll ramptf with the EUlbnO Fkdlleal Code(NE[I eq ukem.,O,M1[fax l,[0oup0 ,D6lsbn l Waal.. l&plabnpmall. 17. T he tarn. t on Is...Rd'lad e.Rem,WWheAtalm .Pern a may bele...mlo,t o the re11o val.. .e, nbol loo all ',en wa nsw es . 6lo lo lemmig or w.alkg a ny Item le Ca01xr1 W eal roily,. Te e and r ow. nenwed Set lion M GER M al (305)372.63m or WM. at: m,c.,,amaod e r oo <mg. the nbi.lpaky wgh Pee ordiasc eprbdktbn to obl aln any required penal. mow um not I.M06gwIh the tow nsman lhal be gatmted A place A atadme WIh the 3101080 01 Mello n 22 49.5 of Ire MAmf0ade ( ode , 13. Please no. that the demolition 1elmvai a1d/oc dlawrwe of dialed wdery o0M wl gke ma crown abeslos term, pipes (ACP) us e solgec1IO Me pr0 vbl ons of. 01 0615ulpa d M. 110, 310 .. po em., to Ile plo 0Nlom of 60 C.61.165 , a NOME Of 0.101111011 OR 05615105111100011111., ,rust 10 Mod wlh the Air ,belly Ma nag eme nt Me.. ( A0M 01 of 0(01 , a Mall ten I(01wabrg days pour Mllatin0 wlaW wal k N oll Mat Ihe 4.11111. and WWI of mulled ACP w ould came 200.an onl to be 12,0 00. xllleahpas al Il es ard wined to 40 CR-G LI M, a nd 60(8063.151 a yeaaller melee, compl eti on. FaNbg aadad .p ,albg p,.wdues a w ell a. appli cabl e fe der al. Za k a nd Me al =0 0(11oy Ol e,. , 110 l Ie followed and brplelmnl ea m *x0300 0 ary pol e. .. t ele:exaHlgl.< *M om ewe r Wly dOlr g propel,aNrwllon all NOes The 0O610 ran br mmxted vb emalhl N1Eamr ambm dde en v o, 1.372 b92S . ar+..-p...r.e... .res�...er ....,.....w+"..rwn-or.m r•p1,.,,.,.r+ww.�-.ru ... ... .......w +,"...,..N.aywaafw.tn. FO R ALL PROJECT WHERE REMOVAL OF UTILITY LINES IS PROPOSED 1- ALL EXISTING UTILITIES BEING REMOVED AND/OR RELOCATED MUST REMAIN IN EFFECT AND IN SERVICE. UNTIL SUCH TIME WHEN PROPOSED REPLACING UTILITIES HAVE BEEN INSTALLED AND IN SERVICE AND ALL RELATED SERVICES TO THE FIRST LINES HAVE BEEN TRANSFERRED TO THE LATTER O NES . BY M-D WASD FORCES AT OWNERS EXPENSES . 2- ALL ABANDONED OR REPLACED UTILITY LINES LOC ATED IN PRIVATE PROPERTY SHALL BE REMOVED AND CAPPED AT MAIN, WHEN APPLICABLE, AFTER ALL INSTALLED SERVICES TO OR FROM THEM .„.,; I- BEEN TRANSFERRED TO THE ALRE ADY INST ALLED AND IN SERVICE PROPOSED UTILITY LINI RELATED EASEMENT SHALL BE RELEASED AND VACATED AFTER RE MOVAL OF LINES AND "-AT!ONS OF SITF. IF APPLICABLE. HAVE BEEN CO MPLETED. CITY OF OPA-LOCKA LIFT STATION 9 REHABILITATION OPALO CKA FLORID A 6aarE5a fta6f n GENERAL NOTES O PT. M OM= II EgT Nt C-200 i. A LL MA TERIALS AND CONSTRUCTION UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF OPA-LOCKA AND/OR MIAMI-DADE COUNTY WATER & SE WER DEPARTMENT (MD-WASD) AND/OR MIA MI DADE COUNTY PUBLIC WORKS DEPARTMENT (MD-PwD) AND/ OR THE FLORIDA DEP ARTMENT OF TRANSPORTATION (FDOT) AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT . 2. MINIM UM COVER OVER MAINS SHALL BE 3 '-0" . 2'-0" FOR SERVICE LI NES, UNLESS SPECIFIC WRITTEN EXCEPTION IS ISSUED OR REQUIRED BY AN A UTHORIZED REPRESENTATIVE OF CITY OF OPA-LOCKA . 3. DETECTOR TAPE SHALL BE INSTALLED 18" ABOVE THE CENTERLINE OF MAINS AND SERVICES . TAPES SHALL BE GREEN CONTINUOUSLY MARKED "CAUTION WA STEWATER FORCE MAIN BURIED BELOW". 4. ALL VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND Na. 53 C.I. VALVE BOXES AND LIDS 5. LOW PRESSURE SEWER MAIN SHALL BE HOPE 5DR-11. SERVICE LINES SHALL BE HOPE SDR-9. 6. ALL JOINTS FOR LOW PRESSURE HOPE M AIN SHALL BE BUTT -FUSION WELDED. ALL WELDING OF JOINTS S HALL BE IN STRICT CONFORMITY WITH THE RECOMMENDATIONS OF THE PIPE MAN UFACTURER UNLESS OTHER WISE SPECIFIED IN WRITING. 7. CON TRA CTOR MUST CALL THE CITY OF OPA-LOCKA INSPECTION DIVISION AND ALL OT HER APPLICABLE PERMITTING AGENCIES TO ARRANGE FOR A PRE -CONSTRUCTION MEETIN G AT LEAST 72 HOURS PRIOR TO PROPOSED START OF CONSTRUCTION. 8. CITY OF OPA-LOCKA PERSONNEL WILL INSPECT A LL FACILITIES APPROVED BY THE ENGINEERING DEP ARTMENT . ALL OTHER REQUIREM ENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS, 9. W ORK PERFORMED UNDER. THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPT ANCE OF THE SYSTEM BY THE DEPARTM EN T AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY CITY OF OPA-LOCKA: *EASEMENTS, IF REQUIRED (WHETHER BY DEED OR PLAT" SUITABLY RECORDED) • CONTRACTOR'S WAIVER AND RELEASE OF LIEN • CONTRACTOR'S LETTER OF WARRAN TY (I.E. LETTER AGREEMENT) • AS -BUILT 24" x 36" SHOWIN G SPECIFIC LOCATIONS, DEPTHS, ETC. OF ALL WATER FACILITIES AS LOCATED BY A LICE NSED SURVEYOR. ALONG WITH TWO (2) PRINTS OF THE "AS -BUILT" W HICH H AVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD AND ENDORSED BY THE CONTRACTOR IN ACCORDANCE W ITH M D-WSD STANDARDS. 10. ALL NEW CONNECTIONS FROM EXISTING CITY OF OPA-LOCKA MA INS TO BE INSPECTED BY CITY OF OPA-LOCKA FORCES PRIOR TO BACIFILL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LOCATIONS. DIM ENSIONS, ELEVATIONS AND THE LOCATIONS OF ALL UNDERGROUND STRUCTURES AN D UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE LOCATIONS SHOW N ON THE PLANS ARE NOT GUARANTEED ACCURATE OR CORRECT BY THE KNOW N UTILITY COMPANIES. 12. THRUST BLOCKS SHA LL BE PROVIDED TO ALL BENDS, TEES AND PLUGS IN ACCORDANCE WITH MD-WASD STANDARD DETAILS. 13. PIPE INSTALLATION, CLEAN ING, FLUSHING, AND TESTING, AS PER CITY OF OPA-LOCKA AND STATE OF FLORIDA STANDARDS FOR THE INSTA LLATION OF PRESSURE SEWER BY CUSTOMER DONATION PROJECTS. 14. THE CONTRACTOR IS RESPONSIBLE FOR TH E COST OF INSPECTIONS FOR ANY CONSTRUCTION ACTIVITIES OCCURRING OUTSIDE NORM AL WORKING HOURS (8:00 a.m. TO 5:00 p.m. ) SATURDAYS AND SUNDAYS AND HOLIDAYS EXCLUDED AND ARRANGEMENTS FOR INSPECTIONS OUTSIDE NORMAL W ORKING HOURS MUST BE MADE A MINIMUM OF 48 HOURS IN ADVANCE OF THE CONSTRUCTION ACTIVITY. 15. ALL TRENCHES TO BE EXCAVATED AND BACKFILLED AS PER THE M D-WASD DETAIL C5-1.9. 16. SURFACE RESTORATION, PAVEMENT REPLACEMENT. SIDEWALK REPLACEM ENT. TRENCH BA CKFILLING AND COMPACTION SHALL COMPLY W ITH THE APPLICABLE CURRENT MD-W ASD, MD-PWD AND FDOT STANDARDS, 17 THE ENGINEER OF RECORD SHALL PROVIDE CITY OF OPA-LOCKA W ITH A SIGNED AND SEALED PRESSURE TEST REPORT CERTIFYING PRESSURE TEST RESULTS. 0Ey0101R 01. 7E SSA EN GH EEPING. I.LC 1119 6190CAVNE1112.0 ..STE 310 NOIMI MA CK FL =Of WI.W.INENON ISEIMO .0 .1 =,_ 010 1. 16. PROJECT NO. 202201002 18. FIELD LEAK TESTING OF POLYETHYLENE (PE) PRESSURE PIPING SYSTE MS USING HYDROSTATIC PRESSURE SH ALL BE CONDUCTED BY THE CONTRACTOR FOLLOWING METHODS AND PROCEDURES NOTED ASTM DESIGNATION: 62164-13 19. A HORIZONTAL DISTANCE OF 10 FEET SHALL BE MAINTAINED BET WEEN WATER AND SEWER MAINS . WHEN A 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT, THIS HORIZONTAL DISTANCE MAY BE REDUCED TO 6 FEET . IF THE WATER M AIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF A GRAVITY SANITARY SEWER, THIS HORIZONTAL DISTANCE MAY BE REDUCED TO 3 FEET. 20. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SE WE R FACILITIES ARE EXISTING AND THE SEPARATI ON REOUIREMENTS CANNOT BE MET. SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO A COMPLETE EVALUATION OF EXISTING AND PROPOSED CONDITIONS . 21 . THE CONTRACTO R SHALL VERIFY NATURE. DEPTH, CH ARACTER OF EXISTING UNDERGR OUND UTILITIES PRIOR TO START OF CONSTRUCTION . 22.TRENCH EXCAVATION PROTECTION SHALL BE ACCO MPLISHED AS REQUIRED BY T HE PROVISIONS OF PART 1926. SUBPART P, EXCAVATIONS, TRE NCHING AND SHORING OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONS STANDARDS AND INTERPRETATIONS. 23- ALL ABOVE GROUND PIPE & FITTING, VALVE BOXES, AIR RELEASE VALVE COVERS AND ANY OTHER MARKING DEVICE, SH ALL BE COLOR C ODED IN ACCORDANCE WITH THE UTILITY LOCATI ON & COORDINATION COUNCIL UNIFOR M COLOR CODE AS SHOWN IN MiAV • ' .;A^; TO'JN'v WA' 2 k 5" W'V 7FAARTMENT (MD- WASD). NOTES FOR CONTA MINATED SITES IF ANY AREA 'L WORK SITE IS FOUND TO CONT AIN BURIED SOLID WASTE AND/OR GROUND OR GROUND WATER CONTAMINATION. HE FOLLOWING SHALL APPLY: 1. ALL WORK IN THE AREA SHALL FOLLOW ALL APPLICABLE SAFETY REQUIREMENTS (E.G., OSHA, ETC .) AND NOTIFICATION MUST BE PROVIDED TO THE APPROPRIATE AGENCIES. 2. I MMEDIATELY NOTIFY T HE ENVIRO NMENTAL MONITORING AND RESTORATION DIVISION (EMRD). THE EMRD CAN BE CONT ACTE AT (305) 372-6700 . 3. IF CONTAMINATED SOILS AND/OR BURIED SOLID WASTE MATERIAL IS EXCAVATED DURING CONSTRUCTION, THEN THEY REQUIRE PROPER HANDLING AND DISPOSAL IN ACCORDANCE WITH THE LOCAL . STATE A ND FEDERAL REGULATIONS. BE ADVISED THAT THE LANDFILL OWNER/OPERATOR IS THE FINAL AUTHORITY ON DISPOS AL AND MAY HAVE REQUIREMENTS BEYOND THOSE PROVIDED BY HEREIN. IF DISPOSAL WITHIN A MIAMI-DADE COUNTY O WNED LANDFILL (CLASS 1 LANDFILL) IS APPROPRIATE AND SELECTED, PLE ASE CONTACT THE MIAMI-DADE COUNTY DEPART MENT OF PUBLIC WORKS AND WASTE MANAGEMENT AT (305) 594-1670 FOR INFORMATION . 4. THE REUSE OF CONTA MIN ATED SOILS IS PROHIBITED WITHOUT PRIOR APPROVAL FRO M THE ENVIRONMENTAL MONITORING AND RESTORATION DIVISION. THE EMRD CAN BE CONTACTED AT (305) 372-6700. 5. A SUBSURFACE INVESTIGATION WAS CONDUCTED BY ENVIRONMENTAL REGULATORY COMPLI ANCE, INC. (ERC) DATE MARCH 2022. THE REPORT STATED THAT THE PRESENCE OF SOLID WASTE MIXED WITH OTHER MATERIAL (CARBONATE AND SILICA SAND, LI MEROCK, AND ORGANIC MATERIAL) WILL NOT SUBSIDE 8Y THE INSTALLATION OF THE 2 INCH SEWER LINE. DESIGN APPR OACH 1. A SUBSURFACE INVESTIGATION WAS CONDUCTED BY ENVIRON MENTAL REGULATORY COMPLIANCE, INC . (ERC) DATE MARCH 2022. THE REPORT STATED THAT THE PRESENCE OF SOLID W ASTE MIXED WITH OTHER MATERIAL (CARBONATE AND SILICA SAND. LI MEROCK, AND ORGANIC MATERIAL) WILL NOT SUBSIDE BY THE INSTALLATION OF THE 2 INCH SEWER LINE. 2. DUE THE UNDERLYING SOIL CONDITION OF THE SITE, HDPE PIPE WAS USED TO ADDRESS ANY CONTAMINATION ISSUES. ACCORDING TO THE PIPE MANUFACTURER, POLYETHYLENE IS NON-CONDUCTIVE AND IMMUNE TO GALVANIC AND ELECTROCHE MICAL EFFECTS . THUS POLYETHYLENE WILL NOT CORRODE IN THE MANNER OF MET AL AND CO NCRETE PIPING . PERFORMANCE POLYETHYLENE PIPES HA VE OUTSTANDING RESISTANCE TO A WIDE RANGE OF CHEMICALS AND ENVIRON MENTAL CONDITIONS, MAKI NG THEM IDEAL CANDIDATES FOR USE WITH CORROSIVE FLUIDS A ND CHEMICALS, AND UNDER HARSH ENVIRONMENTAL CONDITIONS. 3. A1.1 THE JOINT IN THE HOPE PIPES WILL BE FUSED JOINT, THERFORE NO POSSIBILITY OF JOINT LEAKING . CITY OF OPA -LOCKA LIFT STATION 9 REHABILITATION O PWLOOKA FLOR ID A GENERAL NOTES am nEM O. Rae alca®er: GR 000!X22 MEET MO. C-201 NW MST ST E.: ENLARGED NE W (TH E SHEET, " EAST 1110 LF OF A.. FM 9' JA M AVE PONT o.c ONNErnON MST ROE EL. En &A. s-4A Te) PEW ST J IUSM ST . OVERALL VIEW OF POINT OF CONNECTION R TE. GEN ERAL NOTES. , CON TACTOR AWL WAWA. FU NCTION OF SEWAGE PUMPING DUR IN G OUNMRU CT a Or UTNDNG .PASS PUM P. SYS TEM . HI IIea9 AND SAVE S A4 REWIRED CV /.T gi SWLLSUBM GA PLAN OV ILINING SEWAGE'pPpASS'O NNE. TO THE ENG INEER FOR AP PROVAL PROLTO COM M..° WO RK 3.THE ER AN D SEWER ATLS. SUR., srrEA INE, UTILITIES 9103•4 4 ON . CON1MCTOR PLAN PM FAUST VE DO N A' SIE LOCAR T OF TION. AN D OCK E INVERTS OF A LL UT11. 311F9 MOP TO CPRMENCIXO WOW CONTRACTOR SHALL PER FORM Al WORN PATH. LEGA L PROPENE AND MSEMENT. AND SHALL NOT DISTUR B AD JACENT.gPENTT. F pI OR PINSVATTING SALLVVCONNERNG ER ING PIANO ♦O REAL. BEFORE ORED DERING PRO POS S. CARE SHO ULD BETA.. TO AVOID DISTU RBS. ELEC TRICAL SEANCE JN THEAREA UOFI E CONTR ACTOR MULL INCLUDE NECESSARY CUTTING. PAWNIN G. AND RESTdM .TON OF ALL FAS TING SURFACES TO MA TCH SURRO UNDING AR EAS T. CONTACTOR Tn OF Ert I. ORO R NixCWEGEa THO SE ARE PI DICER CONTACT wG R SO IL WITN ENO E 00E=VER TICAL INIIIIPE ON DICA TED OF I� IN FEET APO M OV O IGEO IMYSREf1iEN t®TO TO E N ATIONA L N ON a NEE 1NG . LAC IMP BISCAYN E w_STE 310 N ORTH M ILAIM IE MS14. 1111 LWwAI M�FNONEERNO.CON 11/ OF NW LIST ST NW 151ST ST (FIELD VEFOFT LOCATION. SINE . MO DE PTHS EAS T.r SA N. I _ "SNl054%8200P 1:::I IPR OP . LIF T STATION #9 — WET xmML=4W TOP EL -e.0. .oTTliM el. • ,.lTm NSTAL6C NEO/CT r cbC V OP FM TO ROST, PIE (COMP ACTOR TO AFT REWIRE D LE OI R OF MEMO FITTI NGS AND xFexn BAS FEFIELD COI, THE OIO NNASL) (T O REAR.) MA.9M AE .�0ES iNGOE OUm EAST. MON ET_ .. AS Mt- SOT.EL• 4111 .70. VE RIFY LOC ATION. RIM EL 7.2S FU0.6 013/ SOT . EL . •I-024 Cw CONTROL PANEL 4o; SE MA NANE and NV WVDS • -r ENLAR GED VIEW �OFNNB,p5T NW 151ST ST DEM O EAST. LIFT STA TION AFTER A...MOINE pfASS PULPS 0 121/0 EAST. VA LVE V AULT PAIR one RE PASS P ULPS RE , MAEASS NSAT O RS N EAS T. E . MN IN .1� AT INN MWNOLE RE/OVEUMLY OF SAW OF SE4. .N AVE R EMOVE EA ST CONTNOS PAM/ ,NE ilr a!^vuuvs m D z m SITE DEMOLITION PLAN =N ENG INQMNG PROJECT NO. 202201002 LEGEND PAYL.E a PROPERTY LINE OWL..O UREFE — SO — F ASTI NG STORM PIPE — LVM — LASTIN G WATE R — 55 — EASTNO SAN . SEWER PIPE OEXISTING SAN. SEWE R MAMA. / 31 E AS TN G 0NDE EUE VA nON ^ PROPOSECA D FORCE IN M FASTING FIRENYgtWT 50 FE ALL ELEVATIO NS RL/EN 10 N -G. V.U- 1929. 1 4,. ..•••• • SLISWIS 1.014 1001100 ENO 010 wmalEaMeamm CITY OF OPA-LOCKA LIFT STA TIO N 9 REHA BILITATION O PA LO CRA . FLORIDA M UACE RORw 0111 semar•a r PR OJ ECT rLOCATION olaa •.:�Sl . 143.12I 51 LOCATION MAP RTE. 10 8 6 2 —2 —4 PROP.IuFT sNTAE��ION #9 �• OLe' 1 ",. 1 PROP.vKVE VNAT w I ifaL A.. H 110 e as t roprono NW 151ST ST' E AST. MN. - IV.p�.1 •I SS RO SOT . EI 40 E P SMALL n LF w r GN P PVC FM PRO CC NNECT TO EAST. V NO ( CONTRACT OR T OW -FM I REWIRED LENGTH, OF MPEARO ON TCE AE T ALFRED FITI NOSHRECELO CO COMMONS) LE AST . r FM R OME.) (FI ELVERIFY LOCATI ON. MATERIAL. SCE AND ODIN SEWER FORCE MAIN PROFILE SCE. P.I.P AR r.EstS. SANITARY SEWER PLAN AND PROFILE 8aSCCIGIRPL ELLIL1IM110. CI E En6T R. DATE. 0 .20408 SHEE T N O. C-300 ran Ca rr011 •I0 Mai IMPallit MS OM list • ••• •I KAID at OM Mgt NM I COMM • Mi er WI MINIM ILINI6 =Z. D :te __ m _ MP �..s n: U MW ess .m IC MI NAM a•aad �s A. WV Mit 141.119.3101M • 0/1 0 MO LL MR ••11•06101 Mt V 111,0=1, It= IMMO I•914 11161M NMI= MI MOM •111. 1111i 011•109 VC 2MM 0 III MN= V ICAR wDA De OOOOOOO STAIDRND RTDUmSIEM15 WAITS AND SEWER CONSTRUCTOR �a GS -10 Midi, MAME ETA 11•NINOI IM maw :I scrTs NUL/ MP. Nat 0• 111.1110 MR Da NOTES: en emy LIND DA TE OOOOOOO O DI too. TM./ TIMM MAMA DM DA WA 101 A10 AO= DAM I: GS INT. 9 1r1 SBA ENCOMEEFOoDE ISM Bacnre.a.v , STE DO NORTH um, 1054,044-1172.R DIM W IAV ADDEaDE FIDDN D.CCD • • lbarl rl;Z:,.DW.1o 1DWMWRa ,N . •e x .Ty D.A, -..5-IWu• REDRREIIEMTS Gs 0.5 rD E DE I. 1.10•11•01114101,7,0 11 .110 9 'TRIM emow aDrmreeOM • NSW OMR Mt .4 116 emm emm. D� sx u. vu AIn In SS 13.0 =T OGA EN GINESPINC PROJECT NO . 202201002 a i 1, ITs-O ;Ik .: I 1 rag Q._ II {It � oil . 111 1 i!.1.11, 9 gbe 1 1 a> a its 7l 4a aiy 412 OF 4 le ioh FIR A ND IR JW WA D AMS MODEM GO . �'. fY rY 1 1 .. 111IIRIL/LISIMJo .a .,a ., x�.'b. '1 JCS A- RCS �'r Ink ws. w1,4'7 W IC MCA MA 04.9 7: y`va r. vT:orm � Du+ e- .t.=R >TP h .T..,.., .. ..TMP SS DAD nIE / VA. DOY CRASS AREASao, 21 .0 WR .Darr Is 1 CITY OF OPA-LOCKA LIFT STATION 9 REHABILITA TIO N OPA10CKA FLO RIDA F OR REFERENCE PURPOSES ONLY SANITARY SEWER DETAILS EPAWAND DIWO®m: AD MIL 0661022 C-301 PLAN/VA LVE VA ULT PIPE ACCESS DETAIL GALVM!®PPE SUPP0R ODETAK IOU a we 1,111/11111.01 ..11.61111111 SUMP PUM P AND APING DETAIL •� BACIffLOW PREV ENTER WITH HOSE BIBB W,E NNW PL AN/WET WELL AND VALVE VAULT sax wrmom tpio.t.. inn Bler..Vrta EL M. 3. NO RTH NNe E ACH ,R}flee M PNRNwun . ,ENo .G =mime MaIN tlN ING PROJECT NO. 202201002 ON e ra ore eeseareana verarana CITY OF OPA-LOCKA LIFT STATION 9 REHABILITATIO N OPAIOCKA FLORIDA Y WIIW➢E ROOeN PUMP DATA: FLUID RAW SEWAGE INSTALLATI ON LOCATION UFT STATION No.O PUMP TYPE SUBMERSIBLE PU MP RATED POINT CANON, GPM 172 MN, FEET 15.7 SHUT OFF HEAD, FT CONTINUOUS OPERATING RANGE NA10111YTBN,FT 20 CO MM. GPM R YNK MID14FT a CAPA1311Y.1 71.1 440 WAR FT 22 PM EFE02 Y ATBE P,% 13E min ii 57 .9!ROUT% PUMP CONSTRUCTION CASING CAST MONASTRAABGLASS 35B NPEUER CAST RONASTMAGI CLASS 05B SWIFT =Me STAKES= STEEL BEARINGS L-10LFE, 1 R& 100,02 WM SHOFTI/ER .2 1oNDI OPERATING RANGE, MILS - MAKVLLOFVIM U11O l NOP. RANGENCHISEC - 89720NINCHES 7 O8GHAR0E. NCNB 7 ELECTRIC MOTOR RATED If 2 .28 IP RP M 112 VOLTSPHAE O O F. nom AlEleaT SP. FOR ACTOR RA1NG,'C 38 MA2%NNIEMP.ME T 10 BEA0NGSL.OLIFE NM 100200 VAX VIBRATION AMP 4l8 NOW LEVEL. 0891 M EI8t NEVADE MON COOEIERE2 B START. CURR.LEITER000E 0 NBLM110N CASS F 11010R RATED HP NOT OVBO.OAOEO AT ANY POM N THE PUMPS PERFORMVCE DAVE MANUFACTURERS & MODELS • PI -WP 5FP BOSOM (OHM coded MOTOR CONTR ACTOR MAY CHOOSE APPROVED EQUAL PUMPS AND SUBMIT SHOP DRAWINGS TO THE FOR FOR APPRO VAL PRIOR TO INSTALLATI ON LMECH-PLAN-PUMP-DATA Ian& eWRGIp PE ftMega N0.1Rte Wilk 08.11022 MKT /10, C-310 PC CC ff f PLANNALVE PIT ACCESS WET WELL TOP SLAB DETAIL A NOES: IMO GA M. IMECO OTR ATEDIORDS MILO MM 3.1.31.1. DIIIRREDEVEDME3.n OFFEROR NL WNgFE ,DN aBT,. R MR' . M ADRSIEO.OWNFIEN MODMOMMMEmWR M MANHOLE FLOW CHANNELS ODETAIL CONSTRUCTION NOT ES: M ADIPM f FOR M. PLACE PP10 BROW IEW 3,011 0 P" DOON.ETE MAO rfr wEADf0Mff &1I I CONCRETE SLAB DETAIL DETA IL OCTIBILTZ 111.0:W. 1.011.1w 4 NRrIL. MrM..D1IWP I. OF TAPISWR°i AM.FOAM1 PAE RED ME WM ON MI.. a CONTRACTOR SHALL VERIFY cam. DxDERGROti. 1011. 111 ES AP PLICATIONS,IN ELEVA TION S. MD WADIES PP S. TO W OPIPIDO S"TIROLM BEFORE OROERIK xEw RI VE M° FETTINS FOR MS. M CCpO MCIOR SHA LLxSRECT AND WPM A LL 3111 COMDR .. AND DIM EN SIONS, ARO COORDINATE WMI O THER 311AD ES OR TO CONSTRICTION. SEgU V*Q. KCOM M TO maw, CcxsffucnC 1 RADICE IN TO A MID TH E AREAAIDOOF DISTURBING TEM OSTTIO FACILITIES OK . N. ELEVATIONS MR UNDERcna ID MU TES SHOWN ME Y. O.P. ELEV ATIONS UNLESS O TH ERW ISE SPECIFIED. Il l WV. SOF EW. AMEGATION'. TO lin DUCTILE IRON FFITT.. CO MEETT1TH ONS ID. MINw4E NISGSEWLLt OESR AS rtEOFAM UNDERGROUND TO USE MECHANICAL JOINT W ITH RESTRAINTS: D `amiMat GROUND OR DI VN 1Li TD WE FLANGE FLINT. I FOR=Lit.DRMTO EWCTDEIWW RN cNwlc u RIFT wml REsn wxrs O fttNMAGRG ISNO°Tuu HFCH XEICALJONT, AIIWM/RRE"s w°NM . T GDRIAT'''i IN .. .l BF 11 0101114ED WITH NO EFFLUENT O, APPROVED EQML. SOnw1MTW O CMTS OF NINMTIC NG INMME W ET.WELL WNRSMEWING MI NIS CAL MA TED BY PUM P TwEEN TW O DI"ERER F ANG ° ,MNI0. A GE DIELECTRICME DU RING INF ...DO WN PR OVIDE FITTIMEED . MM CURVE. MATERIA LS. MOMS UM PS3.a .110. SOAR M M. HIN IA A MIRAGE Of ..II T THE EN GINEER OF RECORD. PIPE SVPPORS SHALL BE HO T -DIP GAIVAxQFD A FTER MAZE SURE CALMS,. ME MULLED INSIDE TIE FABRICATION. Ia AM FOIL ME GNE EWE FA. MEMO. . MD OH PR OPOSEDFORM... NF O ORCED WNO I,E HIM OFM DNO G REA T. DMA. FEET. READER SHALL N OT EXCEED 510E. PRES SUR E DIAL MOWS DA BY ate° NORT H PII aElwun PEPE NO REER S D " ° LEOLOA EN GINEERING PROJECT N O. 202201002 nor. wOEE Eeo E uEelowNsxa E.0.611PK NDRWRImIJ 11nKP. /r11..12111.4. W HIM WE MCAFITIVALASO SITATHROF AIVOIT HICUSALWAM BITCH DILF .F AVIC ADDIMF MO PRO FEAYALMVA RTOPPIF. SAM MOORE OP IR CITY OF OPA-LO CKA LIFT STATION 9 REHABILITATION OPMLOCKA FLORIDA RN.IWN➢E .FE Nmm n NEr SECTION yr RVI ARLCIPAW oT �F PRE RECFSMDLOOM BPWITSAVI STRUCTURAL PLANS AND DETAILS RIiLEEDY.tPS A.U019.311NOMIM ‹) . ADD CAC. /3131 E ME.R RRLOR M CDMOBSIALBOON OIP HET 1.1. " R ExN EO DrMB KO ED '�Wi/GUl „v c0E081Ev IS MI S woman EQY C-311 CITY OF OPA-LOCKA LIFT STATION 12 REHABILITATION CITY COMMISSION MAYOR: VER ON ICA WILLIAMS VICE MAYOR: JOHN H TAYLOR COMM ISSIONER: DR. SHERELEAN BASS CHR IS DAVIS AUDREY DO MINGUE Z IN TERIM CITY MAN AGER: DARVIN WILLIAM 811,, 8908 WHAT'S BELOW ALWAYS CALL 811 BEFOR E YOU DIG ry Mrtm le e. . the o.. www .allwnshintcom O 1000 2000 0CALI I'• 2000` LOCATION MAP = 13899 BISCAYN E BLVD ., SUIT E N OR TH MIAMI BE ACH FL 33181 310 PH (305) 440-4334 WWWSSN EN GINEER ING.COM EN GINEERING CA #29695 I NDEX OF SHE ETS S HEET NO S HE ET DESCRIPTI ON C-100 COVER SHEET C-200 TO C-201 GENERAL NOTES C-300 SANITARY SEWER PLA N A ND PROFILE C-301 SANITA RY SEWER DETAILS C-310 MEC HA NICAL PLA N AND P UMP DATA C-311 STRUCTURAL PLAN A ND DETAILS Ma SOMME RATE M3 imMMM M,ME Mw 00.120t1.41CM R01 1Y i VIEMLYENDa is ACM NM RAM Ink. 1EMMM W Fx,um xm0t fS▪ rv.NRMwi¢V301 0, A MM[noMO916. ou,ofWm NOM NOTE: THE SCALE OF T HES E PLA NS MAY HAVE C HANG ED DUE TO REPRO DUCTI ON PR EPARED BY: SS N ENGINEERING, LL ENGINEER OF REC ORD: RUBEL SIDDIQUE , PE E. • FL PE NO.: 67239 ?fD pip'o, SHEET NO. c-100 STANDARD REQUIRE MENTS FOR WATER AND SEWER CONSTRUCTION ( GS 0 .5 -SHEET 1 OF 1. All MATERIALS AND CONOSTRU.. :' 117 PROJECT SHALL BE IN STRICT ACCORDANCE W• - `IL REQUIRE ME NTS OF THE MIAMI-DADE WATER AND SE WER DEPARTMENT A ND SHALL CONFORM 10 iriL S iANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE wi 1H THE DEPART MENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS. 2 COVER OVER W ATER OR SEWER FORCE MAINS SHALL BE 3'-0"•1AIN . UNDER RIGID PAVEMENT 3 All MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE W ITH 6" RISER PIPES AND N0. 2 VALVE BOXES. 4. All FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AT THE POINT OF ENTRY. 5. All GRAVITY SYSTEM S SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS . 6. FIRE HYDRA NT REQU IREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY THE MIAMI-DADE COUNTY FIRE DEPART MENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS. 7. CONTRA CTOR MUST CALL M-DW ASD INSPECTION DIVISION TO ARRANGE FOR A PRE -CONSTRUCTION MEETING 2 FULL BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS PRIOR TO EXCAVATION. 8. W ORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPT ANCE OF THE SYSTEM BY THE DEPART MENT AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTME NT, a. EASEMENTS. IF REQUIRED. b. CON TRACTOR' S WAIVER AND RELEASE OF LIEN. c. ABSOLUTE BILL OF SALE. d. I. CONTRACTOR'S LETTER OF WARRANTY (I. E., LETTER AGREEMENT). ii. DEVELOPER 'S CONTRACT BOND (I .E., CONTRACT AGREE MENT). e. "AS -BUILT" PRINTS 24"x 36" SHOWING SPECIFIC LOCATIONS, DEPTH. ETC . OF All WATER AND SEWER FACILITIES AS LOCATED BY A LICENSED FLORIDA SURVEYOR, ALONG W ITH PRINTS OF "AS -BUILT WH ICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR. (No . OF PRINTS: 3 -FOR WATER, 4 -FOR GRA VITY SEWER AND 5 -FOR FORCE MAIN OR PUMP STATION PROJECTS). THE DEPARTMENT RESERVES THE RIGHT TO REQUIRE SUBMITTAL ON ELECTRONIC MEDIA IN ACCORDANCE Nt TH SEC. 01775 "M AGNETIC MEDIA SUBMITTAL". f, H.R.S. LETTER OF RELEASE REQUIRED FOR All WATER PROJECTS. g. Bill OF SALE SKETCH (8 1/2"111") FOR W ATER AND SEWER, SEPARATELY. 11. All NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOC ATIONS, PROVIDE AND INSTALL MATERIAL W ITH FITTINGS, PRIOR TO TAP. 12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO M DWASD FOR All NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST. 13. UNLESS OTHERW ISE SPECIFIED, All TAPS 20 INCH ES A ND SMALLER FOR CONNECTIONS TO EXISTING MAINS Will BE DONE BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES Will THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. THE TAPPING SLEEVE AND TAPPING VALVE ARE FURNISHED AND INSTALLED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE INSPECTOR. "AS -BUILT" REQUIREMENTS FOR WA TER AND SEWER CONSTRUCTION (GS 0. 5- SHEET 2 OF 2) 1. AT THE COMPLETION OF ANY W ATER A ND SEWER JO B, EITHER DONATION OR CONTRACT. THE CONTRACTOR SHALL SUB MIT: a. AS —BUILT PRINTS WHICH HAVE BEEN SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER. (CITY OF PRINTS . AS REQUIRED BY THE DEPARTMENT.) "AS —BUILT" FORMAT. 24",36" PRINTS LOCATION MAP SCALE SHOU LD BE 1" =300' AND SECTION —TOW NSHIP—RANGE SHOULD BE SH OWN. THE WORD "AS —BUILT" IN LARGE LETTERS. TITLE BLOCK WITH DEPARTMENT DS, OW OR ER NUMBER AND PERTINENT INFORMA TION. PREFERRED SCALE TO BE I"= 40' HORIZONTALLY AND 1"= 4' VERTICALLY.. STREET NOMENCLATURE. SEPARATE AS—BUIL TS FOR WATER AND SEWER. SEPARATE WATER AND SEWER PROFILE. STATIONING STA RTING WITH 0+ 00 AT PERMANEN T REFERENCE POINT (I. E.. CL.SL , ET C.) OR AS SHOWN ON DESIGN PERMIT PLANS, AND TO RUN CONTINUOUSLY TO END OF MAIN . EASEMENTS, IF ANY, TIES TO PERMANENT REFERENCE POINT. IDENTIFY ALL CONTROL LINES (I.E. BLDG. U NE, PROPERTY LINE, R/W , ETC). A LL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS. LEAVIN G ONLY "AS —BUILT" INFORMATION REFLECTED IN DRAWINGS. WATER "AS—BUIL TS" MUST INCLUDE: PLANS SHOW ING PIPE SIZE, MATERIAL AND OFFSET OF M AIN, DEFLECTIONS (IF ANY), STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE (IF PERPENDICULAR TO IT), A ND AT MAIN AND END OF SERVICES IF ANY, OTHER ANGLE, AND DEFLECTION OF PIPE. IF ANY, b PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATION S AT EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH CORRESPONDING STA TION), PIPE SIZE AND . PIPE MATERIALS REFERENCED TO PLAN. SEWER "AS—BUIL TS" MUST INCLUDE. PLAN SHOWING MANHOLE NUMBER, PIPE SIZE AND PIPE MATERIAL OF PIPE, DEFLECTION, IF A NY (FORCE MAIN ONLY ). AND LOCATION OF LATERALS WITH REFERENCE TO MANHOLE. b. PRO FILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT ELEVA TIONS (IF MORE THAN ONE INVERT, LABEL NORTH. SOUTH , ETC). AND STA TION STARTING AT EACH 0+00 AT DOWNSTREAM MANHOLE. 5 FORCE MAIN "AS —BUILT" SAME AS W ATER MAIN ABOVE, 6, EACH AS —BUILT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTMENT) OF ALL THE M ANHOLES AND VALVES AND OF AT LEAST TW O HORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED AND LOCATED WITH IN THE PROJECT. OTHER SCALE MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPA OF DRAW INGS. 0 0111 BP 11 000110 6.0.0.50 „00�c no Noon, "14x n .. ue r 331.0 p.IMera 11NE1q WNNON W WN dpINlaNaRn0 .co ra INOINOI INN PRO JECT NO. 20 2201003 =1",0•71:1=7.11:31.°" ="*.' d4 w RER-DERM WATER -SEWER GENERAL NOTES 1A 4oF00 121 de a xe of al 63& 6 feel , and pele,Wp 10 l ent (aisle b outsde) ,.MI Le m.4Nain ed between 7BYY or 141401x0 s ewer pipes and water pipes the minimum 1all om al epa ra io n can be r ed uced 10 3 Te el Tor vacuum type sewers or bl gt avly rt Ili l op of lie sew er 0pe is al least 6 inches bel ow Thepolle n of The wal e, pipe. WhenI0 abo ve ape,liedhonern, 8 d istanc e c Fero cannot be net due Town cal ving uodegm,u d fairy[oalk,. smaller eper4bns are a1ovS 8034 ante InIb.W9 is t. al 1 lh ewer pipes are d.116. and eom0rafed equal loathe 00841 pipe a nd plcssue Ies1 0d at 150 94. M the Sewer haxased 0 awale n7111Carlkr(403110Mr ele. .4 The t op of 'h e s ew er hal 01 918 inche s Labollebo nom ate water pipe. 2 A vertical dhta nc e of al lost 12 belies ( oulsile to outsid e) shall be maintained between a W M ate, and 100 mem with a0e, pipet 011114171 cloNky under water mains The minimum 4041 sewr4Tkmean M reduced To 6I nches MI asuu11041 even o, for g a.Ry sewers whle tie sewer pipe k hum the water MI. rhe n od0/51001 be a0M ,94 ma ul ad water l *ln 0015 ae al lean 61cef Tr am a1 pints In gmly and p4sw0 sewn pipea Thi s dhlan0 e c an le reduced to 3 601 10, vacacwmlype seven, When the abov e speclkd vefk 8061aa ecrl ella can na be met due W 0101 006 u nlerW ouW 0ol35 conllkl, small er sep88*m a3 allowed it one al Me IONwiµ h ueI: al The sew,, pipes at ed0igred an d comlruded equal lone w ater Dille and 0144,41 leafed at 130mr. LI The l ever 1301030 10 10 991 0111191 c anes 114 140110ncna4 . 1 A1,eltae aFrti shIIM 00 vde48 high pa ds°, new 'Otte M .10 Snitary Seere. GMWyvadb,y sw ell c onstucled w 1nin a pubk weH kN pl ele dkun ale.) dW be C .500 PVC, DMlik lts0 Pip e. The m adman alow", bk calif lal bn 12) 001112 .1,3323 2414401 07404310021 01411350.13 public wellfield p,aesl *n ale s 0211 M: a) 1es1001 268dUs e&h10030(50) ,I0Pitheetla�4 ehpluee db� to per , ar dab Namd on a Mnb00miwa(21h 2w 14, 14003 l al Me km A) nonN esldeal Iwo 01 mM Land Use s. T my (10 palms pel0h pipe dan ela p0P per day. Las edo n• minimum two (2) W oe 0 A419 had n3a mlni 09m41 two 17)1110 o, positive head above the cr own of In pipe. nyaa,4e2 Mai o oren/nbvb,Nfdelalcepin2501 pVesshall be 1001004 ev e n when the lMal leakage b hk"11W aimed. 5. The ham= 210vabkel14101 bn vale a gra vity sait aryevmn to ndiud ed °u11$p a n oisily u.11k8 0011 01 101 are a shall be one Iw d,ed (lao) Boa s per OF pipe d5nele, pe, wal e per dr . b ased on a neMc nom hoot]) ha w te a 184030 mllimrm 01.0 12) levl 01 pm etive head above 11e eon aloe pipe. Any 0Ls43* leab or an y oLv kmh dulcet. 001 5 or pipe, .alt M leplared even wr en the to tal leakage is bel ow MN1200M. 6. r0lcm*o uvlay s Cowst00Uul1d wlhin a public w0111b p,aenknaeaaWlhedltik Lon .00W0 PVC. MOPE a 1,0(Mc4J ,2101110 Pess ule sewn pipes 7. The maximum 454015* eallUal bn*vakage ta e al lace nul nanlla ry wont. shalbe: al 0,en k l, on, C900 PVC, H OPE a nd PVC Pipe.The al bwa4e !calm. rate spelled OAmerk an W4el Wak0042034 00 Sla da,2 T AW WAS) C600 62 8 211. pmaue a 10.04,24121011 m le ss than two (2) ham LI ReWaced Co ncrete Ple asure Plye.l b/(1/21 The 1..00 ate specified 0 AWWA C600.82.A tCPeswe 010000 b, a dur ati on al rat kalla n two (0( Teas , d A ny nine,v34 lea. or airy obd oo516elalke 010s pees ,"IM,vplacd eve n wlnenlle MLAlorapeb MW OLP a kwaed. S. The r anIBlaauu verify 'Mom .Jen ny adrlula,er al vMkngaderlluud ullllla"bl to dal acola,u.I bn. 9, 0 no nee .W a contrarily, iaal .41ky Dipe a , 002 .I N, cable ; etc. In TM ays e Uem1 anon an roh42 W wale or newer pip e ,cep, wee lhey c,ms. 10. /lay Art a of Th evu,ksle hMond !aroma. b uried sold w ave ad/ or g aud ard oud walewn arlm Ybn. theb1W11M 0011 24010 al mile ar ea shall tun. all appi00 kwklY requbermM sle0. 05140 )an d letgke bn Ira. Le D,wNcd to to apD edWIN 1 b n0 wla an1CM101 .Th EMI° ca n M canton.. (105) 0) imm ediately ra MlM [mxonr34ma M anxaingan W P eaaa 1/20200 . D lCpmam1s ee4 sale and/a bulled solid waft llamealh 45131 ed doing com mue1 8Then they 100011pinpeT 4416AII*14gad drspasal 40JI,0ance web ne k val, state and l edeeol1eP11ab1A Be ab. nel Th al IMbodew34r/2Mrala the final a ulhnvuy an4(1 040lmd ma3 •ha ve equiem enl ,hen* those D3wi0M by Lem.. 04ispo al 14 O aM Pm4 ade County wrcd (Cl ass I la dfd0 uappmprul e and s ekclN, plea coax, the M13ne-Oade County Depalnera or SWd WD. e l.L ny ",ne nl 8(305) 5914666,00 keamatke. m The mum at Plan Lan the E,M1nlameM8t4o ea and [dot ard M9a a*,0 aEMMY can0ruAl le ra,IDiirn 21I083IDl onl (305)33714700 . a Uhl Iuge nel0 11 . Pumps mos,an,pkwlh lMwlbn Wi tOIbl C ode INE(I requmneh,l ol 1601 901050 03144 W alla" 1 34p bsb1010011 . O. T rar5*Ma or I 42dd That a Tree ,m1Rebol Ion Pens * may 4„ unpaired pl ulh ema val l e... u1 Tre e l a,emma *la,ekealkl arylnee . the Co. lavim sh. ro,IV IM Tr ee and rare . geaue etSeclbn of 0300 al (3051372 .4374 or via e.mail 8: TA snrruamilade 0 00 ar co nt. the m,NCIp2kyvMh nee admmceluns4k0n b uln a. any requked pemds . Thee tr ee s not 4!1401 08wilh The comlratbnShan be 00101134 0 place 0 acc ordance WIN tle 340vbbr9ol Mell on 7449.5 al Me M bm1 .0ade Cod e. 13 . Please 0041.31160 demolkb 4 mf0vaLad/ordlaublrc eol . Slr4039 ,11 ou2 uil ksMai r en nin a6Nas cement pees (ACPI ale objet b I li prm3ors of 40 CPR 61 Subpart M. 10,01ae. pursuant to The prodsb0s el 40 (10.41.145, a ICI KE 01 1311401110,1 OR ASRE51010100110T10 2 form mN be fled wash the Ak Du ality Man age enl Di visio n (206301 or 0(RM, a least Ims(141994 l and am On 1,2,411,1 01a1ry sale N ee that Ili ba ddllingand b u,01of4110Ml ACP 4 008 Moe localism la be co nsidered ate dh0oal vies and scbp yl to 40CFR4L151, a nd 40610 .61.151a yea al l41 project completi on. hNi1 flardatl o0 v459 pinmdulea a 0011 x approval* 1,2118 , 09 0 and local , 00442alory 1,101 0, 0.41 Ie loh we4 and im pl em ented ,ombW Ve any p de e011ek0e al l 2Rllhe e1iti 81a es0a41Y4111111R 0ale11m*1M1bn 10163144: TM 20 740 can heminared W emaOas4SU eam,ol,Amdple1 v 011°5.311 4915 . FOR ALL PROJECT WHERE RE MOV AL OF UTILITY LINES IS PROPOSED ALL EXISTING UTILITIES BEING REMOVED AND/OR RELOCATED MUST REMAIN IN EFFECT A ND ,N SERVICE . UNTIL SUCH TIME WHEN PROPOSED REPLACING UTILITIES HAVE BEEN INSTALLED AND ,N SERVICE AND ALL RELATED SERVICES TO THE FIRST LINES HAVE BEEN TRANSFERRED TO THE ATTER ONES, 8Y M-DWASD FORCES AT OW NERS EXPENSES. 2- ALL ABANDONED OR REPLACED UTILITY LINES LOCATED IN PRIVATE PROPERT Y S HALL BE REMOVED AND CAPPED AT MAIN, WHEN APPLICABLE, AFTER ALL INSTALLED SERVICES TO OR FROM THEM HAVE I311' \ TRANSFERRED TO THE ALREADY INSTALLED AND IN SERVICE PROPOSED UTILITY LINES, ANY '.177 EASEMENT SHALL BE RELEASED AND VACATED AFTER REMOVAL OF LINES AND RESTOR" •.' OF St TE, IF APPLICABLE, HAVE BEEN COMPLETED. E CITY OF OPA-LOCKA LIFT STATIO N 12 REHABILITATION OPAIOCWI, FLORIDA 101.1110E PLORMA GENERAL NOTES 10.11 11311100101,11, E Ilf811 M11 ,1m1 0001011111 NS x0®ny DAM 00 .0nrea 6 "111!10. C-200 1. ALL MA TERIALS AND CONSTRUCTION UNDER THIS PROJECT S HALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF OPA-LOCKA AND/OR MIAMI-DADE COUNTY WATER & SEWER DEPARTMENT (MD-WASD) AND/OR MIAMI DADE COUNTY PUBLIC WORKS DEPARTMEN T (MD-PWD) AND/ OR THE FLORID A DEPARTMENT OF TR ANSPORTATION (FOOT) AND S HALL CONFOR M TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT. 2. MINIMUM COVER OVER MAINS SHALL BE 3'-0". 2 '-0" FOR SERVICE LINES, UNLESS SPECIFIC WRITTEN EXCEPTION IS ISSUED OR REQUIRED BY AN AUTHORIZED REPRESENTATIVE OF CITY OF OPA-LOCKA. 3. DETECTOR TAPE SHALL 8E INSTALLED 18" ABOVE THE CENTERLINE OF MAINS AND SERVICES. TAPES SHALL BE GREEN CONTINUOUSLY MARKED "CAUTION WASTEWATER FORCE MAIN BURIED BELO W". 4. ALL VALVES SH ALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND N o. 53 C.I . VALVE BOXES AND LIDS . 5. LOW PRESSURE SEWER MAIN SHALL BE HOPE SDR-11. SERVICE LINES SHALL BE HOPE SDR-9. 6. ALL JOINTS FOR LOW PRESSURE HOPE MAIN SHALL BE BUTT -FUSION WELDED. ALL WELDING OF JOINTS SHALL BE IN STRICT CONFORMITY WITH THE RECOMMENDATIONS OF THE PIPE MANUFACTURER UNLESS OTHERWISE SPECIFIED IN W RITING. 7. CONTRACTOR MUST CALL THE CITY OF OPA-LOCKA INSPECTION DIVISION AND ALL OTHER APPLICABLE PERMITTING AGENCIES ARRANGE FOR A PRE -CONSTRUCTION M EETING AT LEAST 72 HOURS PRIOR TO PROPOSED START OF CONSTRUCTION. 8. CITY OF OPA-LOCKA PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY THE ENGINEERING DEPARTMENT. ALL OTHER REQUIREMENTS OF TH E PERMITTING A GENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIRE MENTS. 9. WORK PER FORMED UN DER TH IS PROJECT WILL N OT 66 CON SIDERED AS CO MPLETE UNTIL FI NAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOWING DOCUM ENTS ARE RECEIVED AND APPROVED BY CITY OF OPA-LOCKA: 18. FIELD LEAK TESTING OF POLYETHYLENE (PE) PRESSURE PIPING SYSTEMS USING HYDROSTATIC PRESSURE SHALL BE CONDUCTED BY THE CONTRACTOR FOLLOWING METHODS AND PROCEDURES NOTED ASTM DESIGNATION: F2164-13 19. A HORIZONTAL DISTANCE OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER AND SE WER MAI NS . WHEN A 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND F ACILITY CONFLICT, THIS HORIZONTAL DISTANCE MAY BE REDUCED TO 6 FEET. 16 THE WATER MAIN IS LAID AT LEAST 6 INCHES ABOVE THE TOP OF A GRAVITY SANITARY SEWER, THIS HORIZONTAL DISTANCE MAY BE REDUCED TO 3 FEET . 20. IN HIGHLY CONGESTED AREAS, WHERE EITHER WATER OR SEWER FACILITIES ARE EXISTING A ND THE SEPARATION REQUIREMENTS CANNOT BE MET. SPECIAL CONSIDERATION MAY BE GIVEN SUBJECT TO A COMPLETE EVALUATION OF EXISTING AND PROPOSED CONDITIONS . 21 , THE CONTRACTOR SHALL VERIFY NATURE. DEPTH, CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR 70 START OF CONSTRUCTION. 22.TRENCH EXCA VATION PROTECTION SHALL BE ACCOMPLISHED AS REQUIRED 8Y THE PROVISIONS or PART 1926. SUBPART P, EXCAVATIONS, TRENCHING AND SHORING OF THE OCCUPATIONAL SAFETY AND HEALTH AD MINISTRATIONS STANDARDS AND INTERPRETATIONS . 23. ALL ABOVE GROUND PIPE & FITTING. VALVE BOXES, AIR RELEASE VALVE COVERS AND ANY OTHER MARKING DEVICE, SHALL TO COLOR CODED IN ACCORDANCE WIT H THE UTILIT Y LOCATION & COORDINATION COUNCIL UNIFOR M COLOR CODE AS SHOWN IN MIAMI-DADE COUNTY WATER & SEWER DEPART MENT (MD- WASD). 'EASEM ENTS, IF REOUIRED (WHETHER BY DEED OR PLAT SUITABLY RECORDED) • CONTRACTOR'S WAIVER AND RELEASE OF LIEN • CONTRACTOR'S LETTER OF WARRANTY (I. E. LETTER AGREEMENT) • AS -BUILT 24" z 36" SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC. OF ALL W ATER FACILITIES AS LOCATED BY A LICENSED SURVEYOR, ALONG WITH TW O (2) PRINTS OF THE "AS -BUILT" WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD AND ENDORSED BY THE CONTRACTOR IN ACCORDANCE W ITH MD-W SO STANDARDS. 10. ALL NEW CONNECTIONS FROM EXISTING CITY OF OPA-LOCKA MAINS TO BE INSPECTED BY CITY OF OPA-LOCKA FORCES PRIOR TO BACKFILL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LOCATIONS, DIMENSIONS, ELEVATIONS AND THE LOCATIONS OF ALL UNDERGROUND STRUCTURES AND UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE LOCATIONS SHOWN ON THE PLANS ARE NOT GUARANTEED ACCURATE OR CORRECT BY THE KNOW N UTILITY COMPANIES. 12, THRUST BLOCKS SHALL BE PROVIDED TO ALL BENDS, TEES AND PLUGS IN ACCORDANCE WITH MD-WASD STANDARD DET AILS. 13. PIPE INSTALLATION, CLEANING, FLUSHING. AND TESTING. A5 PER CITY OF OPA-LOCKA AND STATE OF FLORIDA STANDARDS FOR THE INSTALLATION OF PRESSURE SEW ER BY CUSTOMER DONATION PROJECTS. 14, THE CON TRACTOR IS RESPONSIBLE FOR TH E COST OF INSPECTIONS FOR A NY CON STRUCTION A CTIVITIES OCCURRING OUTSIDE NORMAL W ORKING HOURS (8:00 a.m. TO 5:00 p.m.) SATURDA YS AND SUN DAYS AND HOLIDAYS EXCLU DED AND ARRANGEMENTS FOR INSPECTIONS OUTSIDE NORM AL W ORKING HOURS MUST BE MADE A MINIMUM OF 48 HOURS IN ADVANCE OF THE CONSTRUCTION ACTIVITY. 15, ALL TRENCHES TO BE EXCAVATED AND BA CKFILLED AS PER THE MD-WASD DETAIL CS -1.9. 16. SURFACE RESTORATION, PAVEMENT REPLACEM ENT, SIDEWALK REPLACEM ENT, TRENCH BACKFILLING AND COMPACTION SHALL COMPLY W ITH TH E APPLICABLE CURRENT M D-WASD, MD-PWD AND FOOT STANDARDS. 17. THE ENGINEER OF RECORD SHALL PROVIDE CITY OF OPA -LOCKA WITH A SIGNED A ND SEALED PRESSURE TEST REPORT CERTIFYING PRESSURE TEST RESULTS. MEE ESNOMNUMNSUC OIweeE. cN.a vle, MUM eH ,e «MME a.M SrEN PROJECT NO. 202201003 N OTES FOR CONTAMINATED SITES IF ANY AREA OF THE WORK SITE 15 FOUND TO CONTAIN BURIED SOLID WASTE AND/OR GROUND OR GROUND WATER CONTAMINATION, THE FOLLOWING SHALL APPLY: 1. BE ALL WORK IN THE AREA SHALL FOLLOW ALL APPLICABLE SAFETY REQUIREMENTS (E .G .. OSHA. ETC.) AND NOTIFICATION MUST BE PROVIDED TO THE APPROPRIATE AGENCIES. 2. I MMEDIATELY NOTIFY THE ENVIRONMENTAL MONITORING AND RESTORATION DIVISION (EURO). THE EMRD CAN RE CONTACTE AT (305) 372-6700. 3. IF CONTAMINATED SOILS AND/OR BURIED SOLID W ASTE MATERI AL IS EXCAVATED DURING CONSTRUCTIO N, THEN THEY REOUIRE PROPER HANDLING AND DISPOSAL IN ACCORDANCE WITH THE LOCAL. STATE AND FEDERAL REGULATIONS . BE ADVISED T HAT THE LANDFILL O WNER/OPERATOR IS THE FINAL AUTHORITY ON DISPOSAL AND MAY HAVE REQUIREMENTS BEYOND THOSE PROVIDED BY HEREIN. IF DISPOSAL WITHIN A MIAMI-DADE COUNTY OWNED LANDFILL (CLASS 1 LANDFILL) IS APPROPRIATE AND SELECTED, PLEASE CONTACT THE MIAMI-DADE COUNTY DEPARTMENT OF PUBLIC WORKS AND WASTE MANAGEMENT AT (305) 594-1670 FOR INFORMATION. 4 THE REUSE OF CONTAMINATED SOILS I5 PROHIBITED WITHOUT PRIOR APPROVAL FRO M THE ENVIRONMENTAL MONITORING AND RESTORATION DIVISION . THE EMRD CAN BE CONTACTED AT (305) 372-6700. 5. A SUBSURFACE INVESTIGATION WAS CONDUCTED BY ENVIRONMENTAL REGULATORY COMPLIANCE, INC. (ERC) D ATE M ARC H 2022 . THE REPORT STATED THAT THE PRESENCE OF SOLID WASTE MIXED WITH OTHER MATERIAL (CARBONATE AND SILICA SAND. LIMEROCK , AND ORGANIC MATERIAL) WILL NOT SUBSIDE BY THE INSTALLATION OF THE 2 INCH SE WER LINE. DESI GN APPROACH 1. A SUBSURFACE INVESTIGATION WAS CONDUCTED BY ENVIRONMENTAL REGULATORY COMPLIANCE, INC. (ERC) DATE MARCH 2022. T HE REPORT STATED THAT THE PRESENCE OF SOLID WASTE MIXED WITH OTHER MATERIAL (CARBONATE AND SILICA SAND, LIMEROCK , AND ORGANIC MATERIAL) WILL NOT SUBSIDE BY THE INSTALLATION OF THE 2 INCH SEWER LINE . 2. DUE THE UNDERLYING SOIL CONDITION OF THE SITE . HDPE PIPE WAS USED TO ADDRESS ANY CONTAMINATION ISSUES. ACCORDING TO THE PIPE MANUFACTURER , POLYETHYLENE IS NON-CONDUCTIVE AND IMMUNE TO GALVANIC AND ELECTROC HEMICAL EFFECTS. THUS POLYETHYLENE WILL NOT CORRODE IN THE MANNER OF METAL AND CONCRETE PIPING. PERFORMANCE POLYETHYLENE PIPES HAVE OUTSTANDING RESISTANCE TO A WIDE RANGE OF CHEMICALS AND ENVIRONMENTAL CONDITIONS, M AKING THEM IDEAL CANDIDATES FOR USE WITH CORROSI VE FLUIDS AND CHEMICALS . AND UNDER HARSH ENVIRONMENTAL CONDITIONS. 3. A LL THE JOINT IN THE HOPE PIPES WILL BE FUSED JOINT, THERFORE NO POSSIBILITY OF JOINT LEAKING. CITY OF OPA-LOCKA LIFT STATION 12 REHABILITATION OPAL OCKA FLORIDA M AME r GENERAL NOTES namaeNO.aia0 : Y�bGF mum O mPS • er Ps ousmR MIEET C-201 SW MA MA . MAT, 1r RDA I r , REMOVE SMLFO'- WMLestFE.E PEMOVE:RI LFO ER DCo"�PLAIP - FAST. /MIME RO RENVN) RREM AN) PIMATTMA SITE DEMOLITION PLAN DEMO EFIST.LIFT ATION AFTE R A CTI VATING THE nFASS RAPS COLLECT.""ROW FROM LS NA I ,YGAN. FM EN LARGED V IEW RNIS SHEET) EAST ASO LF OF It SAN. FM MN 1211714 IT :.,r [OFINWAT M AV E co I - WT. ASBLIr SOP AI PV C MI . O A. 32014(11111 NM OATED CHAI NI COA TED PROP. cONARC A P AI+a sir ROB) (M D VERIFY LOOA TOX. W1 BWL .SIE .MDOBTN) Nv. EL. .. B.MO U / - WSTNL ASIA OF Dial PVC FM AND WV. Ft.I.l AWN)/ CONNECT TO MST. rn. (CONTR ACTOR TO TO MOFr NEOMINED REWIN OF PIE A ND F ITTINGS Fl EOW BASED CMI E ACT AL \. E AT .rCUr SA N. MI D CO OMONS) (FELD VANE, IouTION. 9ZE . AND OEM) /i PROP_ LIFT STATION #12 w ..Em BOTTOA6 Iir°Pi.E� L: IT�F M .(-)1 110 P AY LINE — — — — — — — — ENLARGED VIEW GENERAL N OTE S: t. ATM, Enos A tiV VAALLES AS FEOA ED. COIRTNMTOTF Sr.S..A IN° INNING CONSTRUCTIO N N°MIWING SEWMVIIMAEVPPP0(EDMNE TO TNE ENGINEER FOR APPNWA L PRONTO COM MFN CW O WO RK THE Mr. ML TF9 SHORN ON MS PI M NE N 900 ON NNE CR Y OF OPMOON WATER AND SEW ERATW. wRVEymo SAE arr. CONTMCTON MOT A AR, SDE. LO CATION. AN D MVOSOFAl OTR ITIES AMON TO C OMLENCwO W ORK 3. CO NTRACTOR MALL PERFORM/Al woNNwITNw LEGAL PROP ERTY A ND FA A. ... AND SHWA NOT =Tu. AORACEM .. com m.-ton ., ACn SHALL v OUFY EASTIMO PIAN O TO P.M BEFORE ORA.. PRO PO SED PIMGFIrnNOG CONNEcnw O TO IT . s. CAE SNWLD BE THEN TO AV OID DITUN 8w0 ELECTRICAL EMMEW TIEAREA MOEN cc. .sm. .. ON. 6. CON TNA CTOP SN AIL wauO:NEC ESSARY CU TTING. PATCHIN G. AND RESTORATION OF AL L MST. SM RFA£S TO MT. 9M PRONROING T. cONIN AD TOi TO COA T. uND ERMO UND FITTINGS inOSEARE w OEEC T CO NTACTVAMEOM w1R 1Two CO ATS OF EMMA= 0 13 APP RO VED EOM.. A. ELEV ATIONS NOCATED NENEON ARE Ix FEE T AND DECIMALS REFERENC ED TO THE NATIONAL GEODETIC vENTIOA L ONION OF tm(NO VO toe.. NW 128TH ST 110 01001E w —SD— _ S_ 2.31 LE GEND FM LINE OR PRO PERTY BON DING OUTLI NE E EMOTIN G n om AWE MM. WATER PM EMIT. SA N. SMFR RAE MM. SAN . SEWER NANNOLE MST. 'WADE E1 EVA TON P ROPOSED FORCE LIA n CO SMO FIRE ATWWr NOTE ALL ELEVATIONS REFER TO N.G.V .0 1929. NW128TH ST OVERALL VIEW OF POINT OF CONNECTION oM ENONEEN NO. LLC IMO IN ECAYNE IMO.. STE NO NOM L IMA N Safm. EL sum P MO 60 142T2 PnENa CANN..E SEN rRnEN nEallo.mLl BNCIN EERINC PROJECT NO . 202201003 A NAL CITY OF OPA-LOCKA LIFT STATION 12 REHABILITATION OPALOCRA FLORIDA LEFMMDFDE ROM A 10 20 SWAMI, 20' 110 PR OJECT LO CATI ON LOCATION MAP 8 6 4 2 8 i r WTALL b��GEOM PVCMAO (CO NRUROPD ro:aFr°'UNE auaED PROP. LIFT STATI ON 912 � GTM DSEDON T FIACT UAL NEEDEFIEL D CONDITIO x4) T OP EL .7.511 BO°1VnOL�(a.(VI NW 46TH ST MST. MN 124E NM EL • SAO AO B V. EL..Iixw(I)+ EASTA LL.LFAD A all PVC MN. rJ OA E&OPEOD N) AMT . r RA PROP: VALVE MILT SEWER FORCE MAIN PROFILE SANITARY SEWER PLAN AND PROFILE SOILL r.10N0R r.AVAL nLMENBE NRENci OA MNn: Re CIIECHEO VA 10 000 ADIA011 .@TAD C-300 awn MY flit 61•P•0111.91•11a ..0.1 • OA 0001 ,002 ,4 MAO IC 0/0. 14 .1.1110 OP M AMA MOOL AVO WAL ® e� A.®oes. RNm r�.:"d �a Zre C ILL OWA MAa mA LL m_IIa1 •200 " 2=10 1100• 11 ONO AM. 7A:=1110001. NIA LTA 11 =0:::2 4700,40 :2,1=0.10 0100/IO 41. .0mAloa PEA 10 CA K • MA W RAM MN itia 01003 Mt IA W ARM ft PPM MI 191300A06 • ® s STANDARD REDURpNMS WATER AND SEVER CD1mtnUC110N GS 0 .5 e16 ,2 Mr 1111ff rsT-in AI V.M. WMNMme Ass.. orssy c EMMY. 00•04i. A A./ ADM IWO 10 0 r oat Na Nem s ac AL 3.ve. Eta 1000140 . 006 0 2A L l071,01 OMm R IIi. NOTES: 1018110110181101A E• OSAV I••naNOeIu I RAD roe p1 MATER AND VCRCE wRD GS m We aCA YE SLY, 511 NO M WAN BEAM FL 1 1111 101000044-50 1 TVWa.34001010.00110 COM 414s uw"a L Rya an N ava min —oT— -A5-SUET' ROWIE MENTS GS 0.5 , 2 52 N EEL a Mal= IA op v an= mat RN .. WAN Sell au EM"aII • ammo Los Non SIL AS ARHUS SOO OO Ne .•55 C.I. WAVE SOS ND ND SS 13.0 =TIN, SS: G PROJECT NO. 202201003 0 i — i — ilD cF A .i D'25. o-- a°' 55t t . S D°#1 IVIl:al'`I1! 1 ' Ili €4i q 1 3 i €'S 7 iiil g 515 _ I WAIER NIU LMER IINNS CROSSNC GS ' .5 m :]4/WV >N maNUYO won.=:=¢.. Ta> oAa Sv A swcmtea.a,wamn«"aea- .Z.'' "L i7R ria W DIRL^`" VALVE / NON IN CR ASS ARE AS SS CITY OF OPA-LO CKA LIFT STATION 12 REHABILITATIO N OPMLO00& O.O RIDA NNOmADE RPM FOR REFERENCE PURPOSES ONLY SANITARY SEWER DETAILS RMS. mmlw E VE EL LICENSE NOVE LS L. No 07220 t cNEOIF t n: RN DATE. MEN.. SNORT N O. C-301 PLAN/ V ALVE VA ULT PIPE ACCESS DETAIL 041.0 4, G.LLVANEEDPPE SUPPDR7 DETAIL NAP PULP AND PIPOIG DETAIL BACKFLOW PREVENTE R WITK KOBE N BB OWE M PLAN/WET WELL AND VALVE VA ULT ISBN BUSC AYNE BLV D, ST E 310 FIVE NO CA00620696 W WW .EW BI,E EA I.G IOU PROJECT NO. 202 201009 SECTION CITY OF OPA-LOCKA LIFT STATION 12 REHABILITATION °PA.LOCKA FLORIDA M WA IABE nBEcn PUMP DAT A: FLUID RAW SEWAGE INSTALLATION LOCATION UFT STATION No.12 PUMP TYPE SUB MERSIBLE PUMP RATED POINT CA NON. G RA 110 TDK FEET 10 SHUT OFF HEAD. FT CONTINUOUS OPERATING RAN GE 111 .01.1 01TC0 FT 190 CAPACITY. GPM 106 L11111M1D1LR 3 COMITY, GNI 1565 NP5 RLFT 20. PUMP ATREP. 'A 617 % 41.52 PUMP CONSTRUCTIONA CASING CAST RONAMA ARCMSS56 IMPELLER CAST IRON ASIRA0CLAUSE SOFT AISTYPE O1 STAINLESS OM . REARMS 6101FE, WS . 100,N0 WILSWVTOETEC110NN RANGE NU - BAIL YELOFVE10110NS NOP . RANGE, INCW5EC - SUCTION, NOES r DECHA RE, RO ES P ELECTRIC MOT OR RATED If •/S 21P RPN 17 0 VOI .ISPIYSHIWSP. /0'M PARENT1 EM P. FOR MOTOR RATING. *C 0 W2MUMTEL P. FINE. .0 40 BEARINGS 1:10 LEE,IRS 10, 00 NAKV ERMIN N P,1ILS • NOSE LEYEL0011 L EM I00A0E101CCDELETTER 0 STMT . CORR LETTER CCOE 0 INSULATION PASS F MOTOR RATED HP NOT OVERLOADED ATANY PO NT NINE MAPS PERFORWNCE CURVE MANUF ACTU RERS & MODELS • PUMP YIP 150141282 N IC MOTOR W PE NN CONTRACTOR MAY CHOOSE APPROVED EQUAL PUMPS AND SUBMIT SHOP DRAWINGS TO THE FOR F OR APPROVAL PRIOR TO INSTALLATION MECH-PLAN-PU MP-DATA 01001014.1. 2.RLIC 1EN0.E9E .. "0 .. . • DR AWN, c nEw tu er: N DATE: Mat MEOW. C-310 PLANNALVE PIT ACCESS a pc -RE 1/1446 . Rv eV O VO B e O K O7D MclID w N woo. Kw vox cesTionted. EnuarwiNG DN.N UDDDaIRNNSDWm OT MO NNE . moon Plow•GICANCO N ROM .04644. N 1E11DKCIDOROWOWDDE6Mu'MORMiCalo MR MANHOLE FLOW CHANNELS ODETAIL DETAIL WAPE. GG .4r44uME W ,TMI4 COO IS IGR CRPAR MKY 4O T DsmLIo rwu rrcswo ICOLrwrR WET WELL TOP SLAB DETAIL E /— cwcE cre SLAB Lin W.EBA IIIREPTIBILB EL W, r„WIEL DED /OW Wen N ELL WED woo. M ATER,. CONCRETE SLAB DETAIL DETAIL WEWR OCI WIE 1SOMiEr0 ea 11rEW11M NO WEN . RWJ OERVEEDnawIE 7 WWDAnEwNE G EEAIumROVI PEFRE®VOL! .Dm.a.w.mFEE D WCEIE TERIP ABO AT NRN M pA npD, 01„4u1.i.1 NNW Wi.FOGrot PAW CROWN .. NCRON. E NSEWnICNONA . EnoLTG. MPS w4 vES WNIBNN.E// r, LW. No NNNMuy 4.011 SSr•WTA IMlII= • IB.pYNC® CONSTRUCTION NOT ES: OFA DISCNA EE FORCE MAIN. PRESEN TEDAE EASED oxwxONUN S LININPIPING APPLIC ATIO N mnxc,O AND CNNNN EErnwS Io. REQUIREMEN TS. PULL BE SET .s PE R oE swx WERE ERRMN TS: STA LL VERIFY OUTING UNDERGROUND MUTES .ABO OVEpGROUNDTO IAN U SE NICE JOINT. N A PPU CA WWO , E EVA TIONS, A rm EwlllES RwDRTO OR NEcw41 I ONwnx E C «rt ucTDR SMALL VER IFY C OSTIN G UND ERGRO UND TO USE ECOANICAL JOIE W ON RESTRAINTS. PIPING NT TN S. TO Kw IN RE AND FITTINGS N. WO N N WT mxNECpDNS IN FO RCONN EC TIO NS.. CONACicn SM ALL IEVECT AND APPLY CONTACT W IT/ SOIL WR x TW O COATS OF MIL K. c LL PUM P STA RTUP _ NO EERUENT VERO/ PA L SIT E COO RDINATE wITH _ °RAMO,. Epu.. olsoNA GING R AVI DOWN WORN SN ALL SCIWOULED SEOMxE OACCORDING PRIOROSPEC IFIED 7. MONDE LDDIELEC TRIC .TES BETWEEN TWO DIFFEENT PIPING TEST SIWLL EE NO GR EA TER TR ON. CA LCIAAT ED ET WNW UA EDM 1111 OR TIEPupNG . NRVE. NO IRE Ku. ION AND AVERAGE O PERATIN G POIN TS GIV EN GT ME ENGINEER OP REcoAD. ATTENTION TO �vI�E IN FS MAREA AUND ER CONsmLKTla1iroOR Ew`AL rn. N FA BRICA TION °E N Or on muv Axl:Eo ASTER » TO INSTALLED AV ETIE; N. W ET W ELL 4411 E CYLIND RIC, WE WADE OF ON OTIN E FONCENyN A M. PR ESSURE DVF ANDALE ME ELEVA IEONS FO RT ..CARED CONIES ENOW N ARE EOEONEO CONCRETE Wrx OEM NO GREA TER THAN N FEET. REAM SNARL NOT ECM ED T. T. O. P. ELEVATIONS LRCMS ONID M1SE SCREW ED. IIEVYIrO ESN ER ONTDENNO,UF JOE. MSCV NE MV D., STE DO NOM.. . BE AM. ..IET WNO. c AD3oEsis s WW W.BBNEN D« EBR RID.DER Sa ■ EN GIN ... 1NG PROJECT NO. 202201003 7 CITY OF OPA-LOCKA LIFT STATION 12 REHABILITATION OPA-LOCKA. FLORIDA EVM ON IE ROM. N11rKEV (1f) ) SECTION 411 E EERNDDTEEM4W. M M ..E P NIEITT E.P .M1 "PNUPE :r WD STRUCTURAL PL ANS AND DETAILS BEL a ooae.s " .L, R fxEN11mM Ratans. coma EuLWM R Lwe I.O4® ▪ EElOIMI® W M BY: NB E ra.mr: w P ATE M«JDn C-311 CITY OF OPA-LOCKA LIFT STATION 16 REHABILITATION CITY COMMISSION MAYOR: VERONICA WILLIAMS V ICE MA YO R: JOHN H TAYLO R COMMISSIONER: DR . SHERELE AN BA SS CHR IS DAVIS AUDREY DO MINGUEZ INTERIM CITY MAN AGER: DARVIN WILLIAM LOCATION MAP 811 ATOM 2'9 11 ALWAYS CUL L 811 BEFO RE Y OU DIG D,aa,rs n... its. a.. www.calisunshine. com 13899 BISCAYNE BLVD., SUITE 310 NOR TH MIAM I BEAC H, FL 33181 PH (305) 410-4334 WWW. S S NENG I NEE RI N G. COM EN GINEERING CA#29695 INDE X OF SHEETS S HEET NO C-100 C-200 TO C-201 C-300 C-301 C-310 C-311 w m:moaucSTA RanamN IIMSAw G.1.1 .MEMMOM N pG 0110FM .504A.WmFEirtu nNO w C ODE ID AUF 4IEYWG Fox1xF Y.R SMAI RY1M STUHW.0011 NY eF 0101 11,RE NOT W OM.DiW n.W Hu[Dum I MF PREPARED BY: EN GI NEER OF RECORD: FL PE N O.. SHEET DESC RI PTION C OVE R S HE ET GENER AL NOTES SA NITA RY SEW ER PLAN A ND PROFILE SA NITA RY SEW ER DETAILS MEC HANIC AL PLAN AND PUMP DATA STRUCTU RAL PLAN AND DETAILS N OTE: THE SCALE OF T HES E PL ANS MAY H AVE CH ANGED DUE TO REP ROD UCTIO N �SWp SSN E NGINEERI NG, LLC RUBEL SI DDI QUE, PE 67239 S HEET NO, 0-100 STA NDARD REQUIREMENTS FOR WATER AND SEWER CONSTRUCTION ( GS 0.5 -SHEET 1 OF ) 'GALS AND CONOSTRUC Ir ,;, NUER THIS Pk .. SHALL BE : PICT ACCORDANCE , THE REQUIREMENTS OF THE MIAMI-DADE WATER AND SEWER AND SHALL CONFORM TO STANDARDS A\'.i SPECIFICAT10N5 AVAILABLE AND ON FILL 1ylIH THE DEPARTMENT. S UBMIT SHOP DRAWINGS FOR ALL MATERIALS 2 COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 3'- 0"4.41N. UNDER RIGID PAVEMENT. 3. All MAIN LINE VALVES SHALL 8E INSTALLED CO MPLETE WITH 10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO . 2 VALVE BOXES. 4. All FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AT THE POINT OF ENTRY , 5. All GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS. 6. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY THE MIAMI-DADE COU NTY FIRE DEP ART ME NT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS. 7. CONTRACTOR MUST CA LL M-DWASD INSPECTIO N DIVISIO N TO ARR ANGE FOR A PRE -CONSTRUCTION MEETING 2 FULL BUSINESS DAYS PRIOR TO PROPOSED START OF CONSTRUCTION, CONTACT ONE CALL CENTER 48 HRS PRIOR TO EXCAVATION. 8. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS CO MPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOWING DOCUMEN TS ARE RECEIVED AND APPROVED BY THE DEPARTMENT. a. EASEMENTS, IF REQUIRED. b. CONTRACTOR'S WAIVER AND RELEASE OF LIEN c. ABSOLUTE BILL OF SALE. d. I. CONTRACTOR'S LETTER OF W ARRANTY (I.E., LETTER AGREEMENT) . ii. DEVELOPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT). e. "AS -BUILT" PRINTS 24"x36" SHOWING SPECIFIC LOCATIONS, DEPTH, ET C OF All WATER AND SEWER FACILITIES AS LOCATED BY A LICENSED FLORIDA SURVEYOR . ALONG W ITH PRINTS OF "A S -BUILT WH ICH HAVE BEEN SIGNED AND SEALED 80 A REGISTERED SURVEYOR . (N o. OF PRINTS: 3 -FOR WATER, 4 -FOR GRAVITY SEW ER AN D 5 -FOR FORCE MAIN OR PUMP STATION PROJECTS). THE DEPARTMENT RESERVES THE RICHT TO REOUIRE SUBMITTAL ON ELECTRONIC MEDIA IN ACCORDANCE WITH SEC. 01775 "MAGNETIC M EDIA SUBMITTAL". f. H.R.S. LETTER OF RELEASE REQUIRED FOR All WATER PROJECTS. g Bill OF SALE SKETCH (8 1/2"xl1") FOR WATER AND SEW ER, SEPARATELY. 11. All NEW CONNECTIONS FROM EXISTIN G DEPARTM ENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY . THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP. 12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBM ITTED TO MDWASD FOR All NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS, UP ON REQUEST. 13. UNLESS OTHERWISE SPECIFIED, All TAP S 20 INCHES AND SM ALLER FOR CONNECTIONS TO EXISTING MAINS Will BE DONE BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES W ill THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. THE TAPPING SLEEVE AND TAPPING VALVE ARE FURNISHED AND INSTALLED 80 THE CONTRACTOR UNDER THE SUPERVISION OF THE INSP ECTOR. "As -BUILT REQUIREM ENTS FO R WATER AND SEWER CONSTRUCTION (GS 0.5- SHEET 2 OF 2) 1, AT THE COMPLETION OF ANY WATER AND SEWER JOB, EITHER DONATION OR C ONTR ACT, THE CO NTRACTO R SHALL SUBMIT: • AS -BUILT PRINTS W HICH HAVE BEEN SIGNED AND SEALED 8Y A FLORIDA LICENSED PROFESSION AL SURVEYOR AND MAPPER . (QTY. OF PRINTS, A5 REQUIRED 8Y THE DEPARTMENT.) 2. AS -BUILT FORMAT a. 24"x36" PRINTS b LOCA 1'N MAP SCALE SHOULD BE 1" =300' AND SECTION -TOWN SHIP-RANGE SHOULD BE SHOWN. • THE 0 "AS -BUILT" IN LARGE LETTERS. a. TIM ' WITH DEPARTMENT DS, DW OR ER NUMBER AND PERTINENT INFORMATION. e. PRE;' ::.! E TO 8E I"= 40' HORIZONTALLY AND I"= 4' VER TICALLY.. 1. STRI ATURE. g. SEPO '. • +,L TS FOR WA TER AND SEWER. h SEP,; : .t AND SEWER PROFILE. Sir. :.P PING TM TH 0+00 AT PERMANENT REFERENCE POINT (LE. , CL, SL , ETC.) OR AS SHOW N ON DESIGN PERMIT PLANS. AND TO RUN CONTINUOUSLY TO END OF MAIN. EAST V. • 0140, TIED 10 PERMANENT REFERENCE POINT. k. IDENT0T ALL CONTROL LINES (I. E. BLDG. LINE, PROPERTY LINE. R/w, ETC). I. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM PRINTS. LEAVING ONLY "AS -BUILT" INFORMATION REFLECTED IN DRAWINGS. 3. WATER "AS-BUILTS" MUST INCLUDE, a. PLANS SHOWING PIPE SIZE, MA TERIAL AND OFFSET OF MAIN. DEFLECTIONS (IF ANY). STA TION OF SERVICES. HYDRANTS AN D FITTINGS AT THE MAIN LINE (IF PERPENDICULAR TO IT), AND AT M AIN AND END OF SERVICES IF ANY, OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY b. PROFILE SHOWING TOP OF GROUND A ND TOP OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH CORRESPONDING STATION), PIPE SIZE AND PIPE MATERIALS REFERENCED TO PLAN. 4 SEWER "AS-BUILTS" MUST INCLUDE o. PLAN SHOWING MAN HOLE NU MBER, PIPE SIZE A ND PIPE MA TERIAL OF PIPE, DEFLECTION, IF A NY (FORCE MAIN ONLY), AND LOCATION OF LATERALS WITH REFERENCE TO MANHOLE b PROFILE SHOW ING MANHOLE NUMBER (A5 PER PLAN), RIM AND INVERT ELEVATIONS (IF MORE THAN ONE IN VERT, LABEL NORTH, SOUTH , ETC). AND STATION STARTING AT EACH 0+ 00 AT DOWNSTREAM MANHOLE. 5. FORCE MAIN "AS -BUILT" SAME AS W ATER MAIN ABOVE. 6. EACH AS -BUILT SHALL SHOW THE FLORIDA STATE PLANE COORDINATES (CURRENT READJUSTM ENT) OF ALL THE MANHOLES AND VA LV ES AND OF AT LEAST TW O H ORIZONTAL CONTROL POINTS PROPERLY IDENTIFIED AND LOCATED WITHIN THE PROJECT. OTHER SCALE MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPA OF DRAW INGS. DATE twee se rAwaTILvD,E ITE WO ADEN moo SEN., el men Ix ow, o s,v22 OWE tc0. c oc oo ns. WA Wg ennclwEes /o.ta PRO JECT NO. 202201004 RE R-DERM W ATE R -SEWER GENERAL NOTES I. A hwleonW distance ul o least Elect awl owlera1N 101ee1(on>Y k la oulslde0 0a10e c.WUIMn e0 betwe en wavily 51 0esane sewn pipes a nd waterIlw pipes Ito000 , 0019imme wlon al cepacan be reduced l0 3 Awl fasewers. w M r vacuum sewer yavny • so/bete the l ap of Ie snow 4.o k nit least 6 i nches below the banom offewoer pipe. When Ibe above spooled Aodmn0l distanc e uberb ca nnot be met due to an<Ml04 und ergro und fxNlycoMlkl. scr olls/ epa1 albm ate almo nd n one of the f ollowing Is met: tl Owsew. 0l50ac a.° 2)303*a nd comet aped equal to th e wow Mo e+M peas,° ODed at 150 sca r N Ieeeueel Kemaed InawaenBJd carer plpeor mole. c) !he woof he fewer h al East lBinches bebWlM bd0om01 the water pipe. 2. A verti cal &Mcr ae of at l 0t 12 inches ( oulsIde to outside) shall be malolaaed between arty wales and own ..aim wilt xw°, pipes pelnab11 c,osdry under warn train, le mb4wm v0 nkal sepambe ca n be .educ ed to a Inches br nacos. type sewers or for g ravity sewers whew to ewe, pipe N be low the scaler mai n. The O oolnp Lull be aonnged so Mal all warn main IoM. w al least 61eel nom all joints In yavev and pressure fewer piyt0 This distance on be sed uced l0 3 he el l oo wcwm.lype scram When the above speaks, v edkal01.t on coneda°anml be Mel due 10 an existi ng undnwo u d laclel0 co olest, mallet stoma, doe e allow ed d ore ul the 1 pbwb3 b. owl: a)Th e se em 060s cue designed and 10 0,000 00 equal to thewah, pip e and we>sue 10nd.150pL 61 the wee/ 4elacaed ha w ae fAM canker nape w1 Cnc,N.. I. PY ele auwlv00 40UDe provided al IY gr.owes of mat 01,00n wol oyo.01 e2 GMvlty>aNlaoy Awn> <caw acted .011an a public we wktl wolMbn awe Mull be 0.000 PVC 0utlk bur Hoc. The malmum alow: pk c an Iall On hale CO woolly wnb051ewn0 mmll,led In a pudic wewktl p, oh.1001 wea Awn b e. al ne>tlerelal land Use, 111y (50) pbcnpe1 Inch pipe donate per nlle pe r day. bard on a minimum Iwo (2) hour lot laving um M Iwo (2) lee, al p ositiv e heal above the clown d 16e kw. 6) N o0,oald eNW< arg.s e, hoenIT1201 pkm Pet inc6Mw dlaneles pec Mle per da, based an a minimum wo(1)69u, M ha vi ng minimum Al two (2) leer of p 0>hlve lead abo ve 1e crown of le Pipe . el A ny ()I ncis ed Ica hn, aro ob1m0N delnite Mods o.3µ.0'.l0 0lrolxed even when 11e IMO kalaw: 6 Lebo 1101 allowed. The m0Mum aew4ble ca,iltalw n arc d gravity s neary cows <w ntl,led oul>tl e a puelk am11kb w 01 es:Eon wu sh all be one Iwndted (100) plums per I nch Moe dbnete, pee trite per day , baud on a mi0n um Iwo(2) bow kW booing ml rim.m d Iwo (21 feet el podll a head a0oe the noon of lie Py e. a ryal.v.vM kak sos ar ryalrvbusY de ktlk n 1 Mr.ls au Mon Out b.,0p1,eJ own wen Ile I ola, Waage tl behgvll al ahbwed. Esic er naI n va nsloy wow. conslccol. within a putlkwoIYk6 wolectb n ono WWla d uctile eon C A00 PVC. 'SDK of reMorcea commie pre ss ur e se...m.0pm MaLdrilu dl adowabk caNIr XlWlub;e 'ate of fom ent,. w0wy roan seU be: el [a ddle„ o4C A00 MC. WOK a nd PVC Pipe. The alovaatle leaiagratefpn2kdk Americ an sc aler Wo,b Associati on SW tlald (AW W ASTC60 001 a a le st wesul e of loo valor adoration of nu k»llun ma (7) h our s. 1) Reinforced Concrete Nehswe P0 E1.111/2Hka10wa0le leaks', rah specified AWN. 060011410 te st Drogue@ D1100 p0 a d uration M col in s Il an Iwo (2) lows . cl Any obsessed lollo p. anfobvbw2dol etlle e H1nls of Woes shall be tep00ede> ° n when Um told Italap 2. W ow Ihel oloe/ed . The cosnw ocOsaa>edly.alone,l 0Mh,andclarxlwuloagi ywtl o, wuw 0orcanes b,I odacI comt,,lbn . 9. rase O W a cW.xbor 6e0 a11 mYUy Pwca . eondull y c abled ebc. In the sum bench abov e an cabling wales m owe, Mw c aca o whal e these tow ID dam ar ea al Il i: st ock We 6 fo und to coma . boiled solid wa 0eand/or gouold o/wo*Mw.e,c omwri.ulwn ,leblwabgshlll 31/01 1 O All wai t Wieas ea 4W11°1.v ad wackable wkly tenub enems l ed,On.. ec c.I and ewtYtalbn moo be 'm olded b lie apot owble agencies. AI .mmeEM eY w ally Cm6 onnenlal Mone odngxM 1E 401 obn Dlv6bn (f 640.0). Tee EMRoc an M<mb 0ed al (105) 3 /241011. O dror0am4Medf3b audiob0kdfoe w aAe material's excavated duri ng m,M„IIOWthen they !Nuke proper handling and d0spoal h xco. danc e web the beat stale and fede ral leg u W p, Be advi sed OM ale bM1Y wvlel/op enbw b the N AM AO 000 l bops on d)poal and may ha ve oedukpm eme nlsb ond oso t workb. ed by boon Mow,*bph will,. 60.2. -Dade wa a Candy waned (C lass la ndfill Aapp,owlae and sel ect ed,pleas e coax, the MW.riOade Co unty Depxhen, of5 olid waste MavweOe nl 12051591.66661. kawn,io n. H The/Me of c0rdambaed was owl arendl'almond ble WEIDE ema nation 'entices paw apwavae ofa>01161d ugen,nl Plan Iron the Elncll oncncm al Mon..., and it em.atbn DINsw. The 2610 ca n be e on.. al 1305) 372-6200 . 11. Pumps must complwih 150131600 Heel Wall C ode (NEC) 1eq uieme nl0MsClaw I,G,00p 0, Okh bn 1 l oc alities lEaploo bn drool) . 17 . The swarm lac Is ad vMd,hal a Tree 0e1rontwebulb, 00.00l mayb e ten uind pc. la IM se nova, a nd/51 leb1N wn al I,.. 'mince> M o. 101 e.mvby of ,ebcal6Mxry need the Eoanxbl sha110IIV raw T, ee and 151° 0 Resomen S ection of O0RM al 1101(T14.607 4 or vin emall0L m awmi4m. adc rev or cwdxt,e munalpalny with tree ordlweelu16d0,wn ID 011En an Moulted pe,0011 Thaw1,tts not IMederIngwIlhtie 000s11otb n Doll be mowed hxroMa nee with th e pmvkbm of eab n 24,49.5 of the Mbm1 .OMe (od e. 13. Pleas e note Hui the demalbbrt temmnl and/or dgs blnce al aging unde1w0und whales lbw rwnain asbe0os cement pipes (Ate) at e object to the p. ov0bm of M cat 61 subpart ea. Therelon . wn,0nt to the p,0014 000 a14011'. 61 .145 a 101001 0EM 0IIIx)N Olt A WE 510E NINO VATION /cam mg be filed well le Ae Chalky Mantg ne nl 1x40 050 IAO MO) of DURM , a, lease 'e n I1V1 wu bl days plot 1 a9xlln gor any wank Mole Thal th e bxWinga d b uc cal of c oded ACe wo uld coot clam bcaoon s be mmwered x16 0 dhow., otos a nd 04lecl Io 40CFR-E 1E1 ,aod 10 C RI41.151 a yea silo. wolecl c onlpku0 n. Fagirs0 Manda n, npeWk µ P.wedue> as well as 300104be IM Y stale and loci se s ubbry 11;010 mq he 'all owed a nd N.pknenhd Ire MNmM am pdetl W .e kx of 110610.0 urivJom e>pw WIYawln%wak,l lonst suctio n a dMlk: The AOMD can be M OW. vin email al ddeArol amhm3M, anv 0r 305 371.6915 FOR ALL P ROJECT WHERE REMOVAL OF UTILITY LINES IS PR OPOSED NC REMO VED AND/OR RELOCATED MUST REMAI N IN !.1'EECT AND ,ML WHEN PROPOSED REPLACING UTILITIES HAVE BEEN .NSIALLED AND IN SER VICE AND ALL RELATED SERVICES TO THE FIRST LINES HAVE BEEN TR ANS) BRED TO T HE LATTER ONES, BY M-D WASD FORCES AT O WNERS EXPENSES 2- ALL ABANDONED OR REPLACED UTILITY LINES LOCATED IN PRIVATE PROPERTY SHALL BE REMOVED AND CAPPED AT MAIN, WHEN APPLICABLE, AFTER ALL INSTALLED SERVICES TO OR FRO M THE M HAVE BEEN TR ANSFERRED TO THE ALREADY INST ALLED AND IN SERVICE PROPOSED UTILITY LINES, ANY RELATED EASEMENT SHALL BE RELEASED AND VACATED AFTER REMOVAL OF LINES AND RESTORATIONS OF SIT), IF APPI 1107)0, ',AVE 0210 9 COMPLETED . �.g651 *... 111 dar.4'': GF = ?e, CITY OF OPA-LO CKA LIFT STATION 16 REHABILITATION OPM.00 K. k FLORIDA awMY.DA DE FLO NDS GENERAL NOTES r, .ICE. u..[ nth e�RME ONY1Ment O[AI®M M D ATE MOM MEV x 0. C-200 1. ALL MATERIALS AND CONSTRUCTIO N UNDER T HIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIRE ME NTS 01 THE CITY OF OPA-LOCKA AND/OR MIAMI-DADE COUNTY WATER & SEWER DEPARTMENT (MD-WASD) AND/OR MIAMI DADE COUNTY PUBLIC WORKS DEPARTMENT (MD-PWD) AND/ OR THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) AND SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT. 2. MINIMUM COVER OVER MAINS SHALL BE 3'-0" . 2'-0 " FOR SERVICE LINES, UNLESS SPECIFIC WRITTEN EXCEPTION IS ISSUED OR REQUIRED BY AN AUTHORIZED REPRESENTATIVE OF CITY OF OP A-LOCKA . 3. DETECTOR TAPE SHALL BE INSTALLED 18" ABOVE THE CENTERLINE OF MAI NS AND SERVICES. TAPES SHALL BE GREEN CONTINUOUSLY MARKED "CAUTION WASTEWATER FORCE MAIN BURIED BELOW". A LL VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND N o. 53 C.I. VALVE BOXES ANO LIDS 5. LOW PRESSURE SEW ER M AIN SHALL BE HDPE SDR-11. SERVICE LINES SHALL BE HDPE SDR-9. 6. A LL JOINTS FOR LOW PRESSURE HDPE MAIN SHALL 8E BUTT -FUSION WELDED . ALL WELDING OF JOINTS SHALL BE IN STRICT CONFORMITY WITH THE RECOMMENDATIONS OF THE PIPE MANUFACTURER UNLESS OT HERWISE SPECIFIED IN W RITING. 7. CONTRACTOR MUST CALL THE CITY OF OPA-LOCKA INSPECTION DIVISION AND ALL OTHER APPLICABLE PER MITTING AGENCIES ARRANGE FOR A PRE -CONSTRUCTION MEETING AT LEAST 72 HOURS PRIOR 10 PROPOSED START OF CONSTRUCTION. 8. CITY OF OPA-LOCKA PERSONNEL W ILL INSPECT ALL FACILITIES APPROVED BY THE ENGINEERING DEPART MENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS. 9. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE U NTIL FINAL ACCEPTANCE OF THE SYSTEM BY TH E DEPARTMENT AND UNTIL THE FOLLOW ING DOCU MENTS ARE RECEIVED AND APPROVED BY CITY OF OPA-LOCKA: •EASEMENTS, IF REQUIRED (W HETHER BY DEED OR PLAT SUITABLY RECORDED) • CONTRACTOR'S W AIVER AND RELEASE OF LIEN • CONTRACTOR'S LETTER OF W ARRANTY (I.E. LETTER AGREEMENT) • AS -BUILT 24" x 36" SHOW ING SPECIFIC LOCATIONS, DEPTHS. ETC. OF ALL W ATER FACILITIES AS LOCATED BY A LICENSED SURVEYOR, ALONG WITH TWO (2) PRINTS OF THE "A S -BUILT" WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR EN GINEER OF RECORD AND ENDORSED BY THE CONTRACTOR IN ACCORDANCE W ITH MD-WSD STANDARDS. 10. ALL NEW CONNECTIONS FROM EXISTING CITY OF OPA-LOCKA MAINS TO BE IN SPECTED 8Y CITY OF OPA-LOCAA FORCES PRIOR TO BACKFILL. 11 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LOCATIONS, DIMENSIONS, ELEVATIONS AND THE LOCATIONS OF ALL UNDERGROUND STRUCTURES AND UTILITIES PRIOR TO THE STA RT OF CONSTRUCTION. THE LOCATIONS SHOWN ON THE PLAN S ARE NOT GUARANTEED ACCURATE OR CORRECT BY THE KNOWN UTILITY COMPANIES. 12. THRUST BLOCKS SHALL BE PROVIDED TO ALL BENDS. TEES A ND PLUGS IN ACCORDANCE W ITH MO-W ASO STANDARD DETAILS. 13. PIPE INSTALLATION, CLEANING, FLUSHING, AND TESTING, AS PER CITY OF OPA-LOCKA AND STATE OF FLORIDA STANDARDS FOR THE INSTALLATION OF PRESSURE SEWER BY CUSTOM ER DONATION PROJECTS. 14, THE CONTRACTOR IS RESPONSIBLE FOR THE COST OF INSPECTIONS FOR ANY CONSTRUCTION ACTIVITIES OCCURRING OUTSIDE NORMAL W ORKING HOURS (8:00 a.m. TO 5:00 p. m.) SATURDAY S AND SUNDAYS AND HOLIDAYS EXCLUDED AND ARRANGEMENTS FOR INSPECTIONS OUTSIDE NORM AL WORKING HOURS MUST BE MADE A MINIM UM OF 48 HOURS IN ADVANCE OF THE CONSTRUCTION ACTIVITY. 15. ALL TRENCHES TO BE EXCAVATED AND BA CK FILLED AS PER THE MD-W ASD DETAIL GS -1.9. 16. SURFACE RESTORATION, PAVEMENT REPLA CEMENT, SIDEW ALK REPLACEMENT. TRENCH BACKFILLING AND COMPA CTION SHALL COM PLY W ITH THE APPLICABLE CURRENT M D-WASD, MD-PWD AN D FOOT STA NDARDS. 17. THE ENGINEER OF RECORD SHALL PROVIDE CITY OF OPA-LOCKA WITH A SIGNED AND SEALED PRESSURE TEST REPORT CERTIFYING PRESSURE TEST RESULTS. I MIN m fexfNCNrx W W. LLC IMO BISCNME ME 310 �aN0NMACK 12 'n .mn =SIN iNC IN[�RIN G PRO JECT NO . 202201004 18, FIELD LEAK TESTING OF POLYETHYLENE (PE) PRESSURE PIPING SYSTEMS USING HYDROSTATIC PRESSURE SHALL BE COND UCTED BY THE CONTRACTOR FOLLOWING METHODS AND PROCEDURES NOTED ASTM DESIGNATION: F2164-13 19 . A HORIZONTAL DISTANCE OF 10 FEET S HALL BE MAINTAINED BETWEEN WATER AND SEWER MAINS. WHEN A 10 FEET HORIZONTAL DISTANCE CRITERIA CANNOT BE MET DUE TO AN EXISTING UNDERGROUND FACILITY CONFLICT . THIS HORIZONTAL DISTANCE MAY 8E REDUCED TO 6 FEET. IF THE WATER MAIN IS LAID AT LEAST 6 I NCHES ABOVE THE TOP OF A GRAVITY SANITARY SE WER. THIS HORIZONTAL DISTANCE MAY 8E RED UCED TO 3 FEET. 20. IN HIGHLY CONGESTED AREAS. WHERE EIT HER WATER OR SE WER FACILITIES ARE EXISTING AND THE SEPARATION REQUIREMENTS C ANNOT BE MET . SPECIAL CONSIDERATION M AY BE GIVEN SUBJECT TO A CO MPLETE EVALUATION OF EXISTING AND PROPOSED CONDITIONS. 21 . THE CO NTRACTOR SHALL VERIFY NATURE, DEPTH. CHARACTER OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. 22.TRENCH EXCAVATION PROTECTION SHALL BE ACCOMPLISHED A5 REQUIRED BY THE PROVISIONS OF PART 1926, S UBPART P, EXCAVATIONS, TRENCHING AND SHORING OF THE OCCUP ATIONAL SAFETY AND HEALTH ADMINISTRATIONS STANDARDS AND I NTERPRETATIONS. 23. ALL ABOVE GROU ND PIPE & FITTING, VALVE BOXES, AIR RELEASE VALVE COVERS AND ANY OTHER MARKING DEICE, SHALL BE TO COLOR CODED IN ACCORDANCE WITH THE UTILITY LOCATION & COORDINATION COUNCIL UNIFOR M COLOR CODE AS SHOWN IN MIAMI-DADE COUNTY WATER & SEWER DEPART MENT (MD-WASD). NOTES FOR CONTAMINATED SITES IF ANY AREA OF THE WORN TE IS FOUND TO CONTAIN BURIED SOLID WASTE AND/OR GROUND OR GROUND WATER CONTAMINATI ON, THE FOLLOWING SHALL APPLY: 1. ALL WORK IN THE AREA SHALL FOLLO W ALL APPLICABLE SAFETY REQ UIREMENTS (E.G .. OSHA, ETC.) AND NOTIFICATION MUST BE PROVIDED TO THE APPROPRI ATE AGENCIES. 2. IMMEDIATELY NOTIFY THE ENVIRON MENTAL MONITORING A NO RESTORATION DIVISION (EMRD). THE EMRD CAN BE CONTACTE AT (305) 372-6700 . 3. IF CONT AMINATED SOILS AND/OR BURIED SOLID WASTE MATERIAL IS EXC AVATED DURING CONSTRUCTION, THEN THEY REQUIRE PROPER HANDLING AND DISPOSAL IN ACCORDANCE WITH THE LOCAL, STATE AND FEDERAL REGUL ATIONS. BE ADVISED THAT THE LANDFILL O WNER/OPER ATOR 15 T HE FINAL AUTHORITY ON DISPOSAL AND MAY H AVE REQUIRE MENTS BEYOND THOSE PROVIDED BY HEREIN. IF DISPOSAL WITHIN A MIAMI-DADE COUNTY OW NED LANDFILL (CLASS I L ANDFILL) IS APPROPRI ATE AND SELECTED, PLEASE CONTACT THE MIAMI-DADE COUNTY DEPARTMENT OF PUBLIC WORKS AND WASTE MANAGEMENT AT (305) 594-1670 FOR INFORMATION. 4 THE REUSE OF CONTAMINATED SOILS IS PROHIBITED WITHOUT PRIOR APPROVAL FROM THE ENVIRONMENTAL MONITORING AND RESTORATION DIVISION. THE EMRD CAN BE CONTACTED AT (305) 372-6700. 5. A SUBSURFACE INVESTIGATION W AS CONDUCTED BY ENVIRONMENTAL REGULATORY COMPLIANCE, INC. (ERG) DATE MARCH 2022 . THE REPORT STATED THAT THE PRESENCE OF SOLID WASTE MIXED WITH OTHER MATERIAL (CARBO NATE AND SILICA SAND, LIMEROCK, AND ORGANIC MATERIAL) WILL NOT SUBSIDE BY THE INSTALLATION OF THE 2 INC H SEWER LINE. DESIGN APPR OACH 1. A SUBSURFACE INVESTIGATION WAS CONDUCTED BY ENVIRONMENT AL REGULATORY COMPLIANCE. INC . (ERC) DATE MARCH 2022. T HE REPORT STATED THAT THE PRESENCE OF SOLID WASTE MIXED WITH OTHER MATERIAL (CARBONATE AND SILICA SAND, LIMEROCK , AND ORGANIC MATERIAL) WILL NOT SUBSIDE BY THE INSTALLATION OF THE 2 INCH SE WER LINE. 2. DUE THE UNDERLYING SOIL CONDITION OF THE SITE . HDPE PIPE WAS USED TO ADDRESS ANY CONTAMINATION ISSUES. ACCORDINC TO THE PIPE MANUFACTURER. POLYETHYLENE IS NON-CONDUCTIVE AND IM MUNE TO GALVANIC AND ELECTROCHEMICAL EFFECTS. THUS POLYETHYLENE WILL NOT CORRODE IN THE MANNER OF METAL AND CONCRETE PIPING. PERFORMANCE POLYETHYLENE PIPES HAVE OUTSTANDING RESISTANCE TO A WIDE RANGE OF CHEMICALS AND ENVIRONMENTAL CONDITIONS. MAKING THEM IDEAL CANDIDATES FOR USE WITH CORROSIVE FLUIDS AND CHEMICALS, AND UNDER HARSH ENVIRONMENTAL CONDITIONS. 3. ALL TH E JOINT IN THE HOPE PIPES WILL 8E FUSED JOINT, THERFORE NO POSSIBILITY OF JOINT LEAKING. CITY OF OPA-LOCKA LIFT STATION 16 REHABILITA TIO N O PAIOCKI, FLORIDA GENERAL NOTES M ee. SCOOlf .P.E. 1,1 0.19.6E140 en". "eE� si�ooia" •, ,. COMM IN: aaaa ner: MR 011. 6.2422 C-201 MST. IF RITj IFE ID V�FYTLOCATTION . SU E. wTEnML.I Ma DE PTH CIOREANP O OF NW13157 ST A fTER TTING MEBV.PASS PUM PS REMOVE WET, -- EL AP KT IC ON TROLVAT FMO TIE IMP., PULPS_ SITE DEMOLITION PLAN (T OREN.GrEAN . EXI ST .. 16 4 DOREMMN) SET UP P UY MT ni u MNMEIOLE - REMOVE .1 .f OF EXIST . rC AT SAN. AFTERACTMATr10 THE YF99PUMP DEMO E GST . LIFT STATION AFTER ACTWING S T.ASE PU MPS ME 1 NW 1SSR0 ST warty PO NT OP CONIING TION WET. WW1 W. EL• UVINI 9M. 11. .94• LS 012 WT. 11' Mn. FM NW 183RD ST ENLARG ED ViEW 01115 92CE, z NW 128TH ST OVERALL VIEW OF POINT OF CONNECTION REVINONE 13,011SOCAnE BLV D. SE 310 WW1 WWI BEA .. FL GUN PN 61.1.44.1M RIPE NO CA03929696 oas tr WWATV SAN . N AI NN) RAN LINE - qefINIISMSTAVE y MST. r GRAMM EA. ET STT. 612 VI ACONNECTEDit� (FIELD VERIFY LOCATION, 909 . TIE. , MODEM I NSTALL OS LF OF r HI. W EIL COATE D CAJ UN LIN N MI CE ( RH O VERIF Y Y OCATION. 96E AID CEPII MST . MN 164 Mv. EL• Mv. Fu...` MV. Pi. .1 o.ry I I NSTALL EU VIP S OR 26 P VC UM (911.4 % SLOPE D EN.) PROP . LIFT STATIONI516 TAA 1291 TOP E L. Ter NOTTC61 010 AP PROP. CONTROL PANEL AN D oON NECT TO MST TCAM C1TPU ( COR ACT OR T OYER', CIRREO L.011.1 OFPIPE INCIS NEEDE D B AE D W DIE A CTUAL F EL DCOMMO NS) L _ i ENLARGED VIEW r.w LEGEND - - - P AWNS OR IMI9LTYLBE AMMO WANE - lu Warm °OTOR M APE IOM - WSTBwWATER PPE - 55 - EmsTmo BAN. SEWER PIPE OEXITING WC SEWER ILM MOLE OUSTING GRA DE ELE VATION PROPOSES FO RCE MAIN NOTE ALL ELEVATIO NS REFER 10 N.G.V.0, 1929 . OWEN .NOTE: 1. CONTRACTOR... MA9RMN FUNC TION OF SEWA GE PUM PING CU RING CONSTRUCTION ET UTILI DNG Bv .PA99I REUM NG SYSTEM . F ATVIO9 MO VALVES AS REWIRED. CON TRAC T. SMALL WSW R AM OU TLINING SEWAGE'BT.PA9r PROCEDU RE TO ME FRGIMEEi FORAM:MOM PRIO R 7OCOMMEICING THE METR O UTILITIES SNO WN.DIG RA N ARE EASE D ON THE CITY OF OPALOON WATER AND SEWER ATLAS. SURVEY AN• D ERE VISIT. CCWTMCTO R MUST VER IFY S2 E. LOCATION, MO MYELITIS OF ALL U TILITIES PR IOR TO COMMENCING WORK CONTRACTOR SMA LL PER FORM ILL WORK WIT HIN LE O.PR OPERT Y AND EASEMENT. AND SHALL NOT DENRS ADJACENT PROPE RTY . CONTRACT.. SMA LL VER IFY EX ISTING PENN() TO REIWN BEFOR E ORDER,. PROPOSED PIPMG/FITTIINGS CONNECTING TO IT. WEE.. SE TAIE N TO AVOID D ISTURB W O ELEC TRIC. SEANCE IN THE AR EA UN DER CONSTRUCTION. CONTRACTO R SMALL M CLUDE NECESSARY CWTMO. PATCHING. AN D RESTORATION OF ALL ....WAGES TO MAT. SUR ROUNDI NG AREAS . CON TRACTOR TO COAT A LL U NDERGRO UN D MINOS MOSE ARE IN DIREC T WNTALT WTI SO IL W111 TWO COATS OF EINM STI C OR APP ROVED EQUAL ELEVA TIO NS WDIGTED HEREON ARE M FEET AND DECRYLE REFERENCED TO IE NA TION. OEODE RC VE IC.4 OAIUM OF UM NOV O 1929/ ENG IN EERING PROJECT N O. 202201004 CITY OF OPA-LOCKA LIFT STATION 16 REHABILITATION OPMLOCITA• FLORIDA LVM LDM E FLORIDA `„I 9a�m maw ® 1rF �.PA4r Imumommiam P ROJECT L OCATION LOCATION MAP ETE 6 2 0 -2 I NST ALL n LP OEN GRIM PVC FM AND RTO VERIFY REQUIREDNEEDE D RASED ON DE ACTU N. NW 131ST ST 1— PROP. WAVE MET P ROP. LIFT ST A WET WELLDLA•5 I NS TALL 2 .27 LF P• e SOP 20 PVC So. Galt SLOPE D.. ), SEWER FORCE MAIN PROFILE SANITARY SEWER PLAN AND PROFILE WAL L 1 •. 1 EN OR . 1 ..EV EI RUSH WOOU E PE M .LIGE NSE NO . TOE MAIANW: NA eleCn nirn CATE 196909 MUM. C-300 . swear N os War own wens wont Iwo w wo • rwr lira RE ORME WOW SW Ow Mo. m ann O..= ..amn N• m eve MOO. AM ads • WANSCOMM 1 mms AAAAAAA Eton, STANDARD P[a IREUENTS WATER B SEWER CON STRUCT . G5 .0 .5 Tr uT RR IOWA war • RR RIR N ON WO NOTES. Awn Nwn -ROW WOW RA O ND 4t mmJO .ow NW. Si Int FP OM KC in WM R ONann ONO lo "`1 .N.ImOII vim. SIEDO mom s T v m NIllo Dna 1. 9 Nos Is[ NOM, Won BEA ST . SLITS, UNAI OHM SOS NO. CwootasseS WWW. SS NEN ONEEMO C. w. opv uaurmuu i'ioaan. •rrA An of Nowa wNwonon re ET eir YET 'AS BUILT . .[O UOE OBNTS GS 5 q 2 - r 2 TiEdE . I ROTe� ..u.m.II,. r,N sorl a mop !TEA r vuv[ N�Boz uio uo SS 13.0 OVINE BNa.nuW c PROJECT NO. 202201094 0 ill I3 _I= I1 = I _ jJj e 0 l! {7 €1;{ �I.li . l MI I LM g tgg 1ti g i dP gg 1 1111 s E. ' WA WA AM SLIVER WINS CROSSING v at I mrr is G5 1 .5 SE ISI NERU NLIRILASILII LIMILILIIIILDED . .Td`4 Yhi el Nl�[ s = WANN m2 / V ALV E BOY IN GRASS ARIAS SS 21.0 mot., CITY OF OPA -LOCKA LIFT STATION 16 REHABILITATION OPM.00K A, FLORIDA 14.0.4 N OMA FOR REFERENCE PURPOSES ONLY SANITARY SEWER DET AILS PENN SONO. PE FL MOAK. Mae mEmO D DV: P. O NIE 011.161022 C-301 PLAN/VALVE VAULT PIPE A CCESS OETALL lirsaiNff Off K olsajons SOAP PLOP AN D RPN G DETAIL .» PL AW WE T WELLAND VALVE V AULT N.B= Pie SNION INLOININ• iffialar NSIMINNoff1 N•+B011NONT— • ,ter QDETAIL,om»eB,la — BACKFLO W PREVENTER WITH HOSE ET 61 4 ENG INEER ING. LAC QO M BINCAY NE MVO. SlE 310 N OON WAN yO .Rvlel BJe1vuMK NO. C4 00111,406 1 ROO M YR. ffl =M MaRNINVOI SEC TION PROJECT NO. 202201004 NOTE SU Slat r.CALOC4t5N Of f ANT Mat, NAN NNUNNW ANNORMA Rdff ORNINKVININK RN P CONTROLS -- B „Nw-BNN 61 BNBB.wie, o SR. LAS �dE ► B. LAO IONCINVANO Sa BB Mat= WS CITY OF O PA-LO CKA LIFT STATION 16 REHABILITATION OPA COCKA FLORIDA R omani 11.010 11 PU MP DATA: FLUID PA W SEWAGE INSTALLATION L OCATION LIFT STATION Na. 11 PU MP TYPE SUBMERSIBLE PUMP RATED POINT ��, u 1N TON, FEET 24 SHUT OFF HEAD, FT CO NTINUOUS OPERATIN G RANGE MAIMM1 OLFT M CAPACRY, GPM N 11MM70R FT N CAPACITY.TPM NO IWIRFT 240 PIM P EFF10ENCY ATBE.P,% 472 ma h8 PUMP CONSTRUCTION CASING CAST NOIASTMANCMS Ea REELER CAST RONAMAX CLASS XS SHAFT NSITYPE 411 STANLESSSTEEL BEARINGS L •10LIFE HRS. 10.000 Mkt SHAFT O BIECTRMN aPERA721G MNGE'M� - Ala V E.OFNAPATIONB N CP. RANGE, INCH/SEC - SUCTON, NOES 4 DAN2MRGE, NOES P ELECTRIC MOTOR RATED HP 20110 IPM 1150 VOLTSRYIAWSF. 2TMEM NMERIMP. FOR MOTOR RATING, '0 M MNOISAI MAP. RE,'C 40 REARMS 410 UE,HRS . 1NAN YAXVBPATN N NAP I RS mow LEVEL. eV WES - NB A OESNROXELI TTER 0 START. OMR LETIEAWOE G NMAAINM C USS F MOTOR RATED HP NOT OVERLOADED AT ANY PONT NINE PUTS PERFORMANCE CAVE MANUFACTURERS & MODELS ' PIA, %FP101C OBI 1111H2 BY VL SI MOTOR pE0gOp111 CONTRACTOR MAY CHOOSE APPROVED EQUAL PUMPS AND SUBMIT SH OP DRAWINGS TO THE FO R FOR APPROVAL PRIOR TO INSTALLATION MECH-PLAN-PUMP-DATA RLIBIBL BOONNJE. NE. R UC4eBE ROAMS OMNI WC RS OBO®M RS C-310 ENV a . a PLANNALVE PIT AC CESS NYLE IOW NOTES. MI NCIMNEATaLmWINL ImwARAmpFINR E Dwwro>vu WE D MOWN WOW EwrolN n® ao w N IFORMODIRCM WEN ttvw BDf AVOCORM RWANDA E EN ueENN OM MANHOLE FLOW CHANNELS 0 DETA IL 11.11 WET WELL TOP SLAB DETAIL DETAIL NIA I NNNe mATIrEaLNNENU E wvmwNDN OCOC cISDn umm FD 2u 1 MO 2 iomATE MwmclsA EwJ.Inwm L FWISM MEW 4 .000 PSI �—GD NOL,ENA. VWSONE>DED,1Wla1 WELL W1EV OINOAML® M EWL MEEK CONCRETE SLAB DETAIL TMISI' MNO11ER- NRRwa L°DA°E'Bm nwea NP ROOmn OTi 1 DETA IL n 11121.11 Nr0>IGEW 11110111•4100d L1 Y0 S sPLI F AINT IREN E EIVE NORJ FIRVICIPERIATEINOTER EVER S I Mr IV V NV Off ; wL COE N= 1. STANDARD MO NISM DIMMER S PRESENT ED RAS ED ON 1111100.01111100.01 OP 2. CON TRAC TOR SHAY. VERIFY MIST IN G U NDERGROU ND UTILITIES COAPPLICA TIONS. ELEV ATIONS, AND DUALITIES MO RTO NSTRUCTI R EMAINONN,. OR SW, WNW! OGSTIN G PIPING TO RING NV/ 1.111 MID EMMA NKL INSP. MD VEuimYAALLL L SITE mexomO NSCOMf AND D ONN SIONS, AND COORD INATE WITH DH iTIMMS PRIO R TODIN G TO CONnwrnD N. WOW SHALL ARCM CONSTR.,.. SKI Ma. ). A TTENTION TO EXERR OID T.. UNDER CCOxM RUCTIDON(D SERVICE IN (FOR COST ING FACILIT IES O wn. t ALL ELEVATIONS MIR UNDERGRO UND 'TUT. WN AR E T.O. P. ELEVATIONS UNLESS O INFRWSE SPECIFIED. CONST RUCTION NOTES: ALL PIPING. .MUSS SPEC IFIED. TO USEwrnu IRON WON Io PUM P03NT SHALL BE SET'S PER DE SIGN LIM ING OF uruanON. TEE. um ODNNErn ucuREMExrs. UNDERGROU ND TO. IRON WITH DNn«wNICALIG Gw ONREDN FI A+I PINT, II. LINING Or SNER...LD TO USE M rulALL PIPING FO R OUTSIOF DROP TO BE O MNDC ONNNECTIONS 11 PUMP STAMP SMA LI IN PERFORMED WrIN NO SINEW CAL CUIATIO BY MAW R EPRESENTATIVE DLPUNG THE DRAWDOW N TEST ANI L Of NO GREA TER TR W 10. OR THE PUMP WM. PRO PO SED PUN K SMALL PLANDLE BO TH MAR MIN MCP AVERA GE OPERAT ING POINTS GIVEN ST THE ENG INEER OF RECOR D. DISCEMOING IMO TM MEIN OPENING P OETS OR AP PROVED EPA , PRhPRONDE DIELEC TR IC !MIN DS BETWEEN Two D ONEREM PIPING PIM MER ICAS TION. Y WD EIULLT IP GALVANIZED AFTER 10 ON E. ME TO BE IN STAL. IN SIDE TIE NAVE ODY ERINAN BEFORE EAMGR VALVE D OM D WETWFLLSHA LL EE CNN UNCR J. TYPE ELIDE OF IMMUNE WOE ON EMx111 LF DE. PRESSU RE DIX REINFREINFORCEDVON N WON DENO GREATER TNN I FEET. READER SNA ILNOT EMCEED 2051. BY '19N EILISCAME MM. VIE NORD. M ANI BEAM F1.131111 ENGNEEN IND.COMD WW W. PO PE NO. CADDDIMES5 ENG INEERIN G PROJECT NO. 202201004 CORE ixM L� I EN ERSR 00E MORN I ELY Ert01OeW'J MOO=TVOv0EL..Drc P WDTI ESE INIANCOILSINDXITE MO OT MINN NAN NIIONNSSI EN AMMAI N DO NI EF.FANDIMSNITTSPIONNI PROPS VADAMBNIENDCE14.21 7 CITY OF OPA-LO CKA LIFT STATIO N 16 REHABILITATIO N OPAAO CKA FLO RIDA ILLFFN ION IN M ORON EWE NRJ ASCU SECTION MAMMY NPR. IP•PRA re serum. ETL StrO STRUCTURAL PLANS AND DETAILS .NINOMFON oanE RR NM tlTNumI OWJ ANEW IIPS.NOMMOMOUNG,MONSOI NED. S OLED PT BORIMPEOSTORN ENNEFFI.APPPME 14 . E EL LEONE N O. WEE NORINTSEL OWED w. "Ea ELEEE. II .1i1 E eNEL 0im1RCED osO®B N RE OPFTE MOM= MEET. C-311 M An official website of the United States govemment United States° Census Bu�e�u QuickFacts Opa-locka city, Florida QuickFacts provides statistics for all states and counties, and for cities and towns with a population of 5,000 or more. Table Ih Topics Total employment, percent change, 2019-2020 Opa-locka city, Florida X i PEOPLE Population Population Estimates, July 1 2021, W2021) Population estimates base, April 1, 2020, (V2021) Population, percent change - April 1, 2020 (estimates base) to July 1, 2021, (V2021) Population, Census, April 1, 2020 Population, Census, April 1, 2010 Age and Sex Persons under 5 years, percent Persons under 18 years, percent Persons 65 years and over, percent Female persons, percent Race and Hispanic Origin White alone, percent Black or African American alone, percent American Indian and Alaska Native alone, percent Asian alone. percent Native Hawaiian and Other Pacific Islander alone, percent Two or More Races, percent Hispanic or Latino, percent White alone, not Hispanic or Latino, percent Population Characteristics © 16,022 6 16,454 ce -2.6% 16,463 15,219 a 9.0% 27.4% 0 12.8% 8 49.5% a 32A% 58.5% & 0.0% & 0.1% & 0.0% & 5.3% 8 40.9% a 3.5% Veterans, 2016-2020 415 Foreign barn persons, percent, 2016-2020 34.0% Housing Housing units, July 1, 2021, (V2021) X Owner -occupied housing unit rate, 2016-2020 31.4% Median value of owner -occupied housing units, 2016-2020 $169,900 Median selected monthly owner costs -with a mortgage, 2016-2020 $1,349 Median selected monthly owner costs -without a mortgage, 2016-2020 $361 Median gross rent, 2016-2020 $894 Building permits, 2021 X Families & Living Arrangements Households, 2016-2020 5,534 Persons per household, 2016-2020 2.88 Living in same house 1 year ago, percent of persons age 1 year+, 2016-2020 88.4% Language other than English spoken at home, percent of persons age 5 years+, 2016-2020 47.3% Computer and Internet Use Households with a computer, percent, 2016-2020 81.9% Households with a broadband Internet subscription, percent, 2016-2020 59.5% Education High school graduate or higher, percent of persons age 25 years+, 2016-2020 68.0% Bachelor's degree or higher, percent of persons age 25 years+, 2016-2020 8.7% Health With a disability, under age 65 years, percent, 2016-2020 8.7% Persons without health insurance, under age 65 years, percent 6 22.1% Economy In civilian labor force, total, percent of population age 16 years+, 2016-2020 53.8% In civilian labor force, female, percent of population age 16 years+, 2016-2020 45.6% Total accommodation and food services sales, 2017 ($1,000) (r D Total health care and social assistance receipts/revenue, 2017 ($1,000) •- 14,552 Total transportation and warehousing receipts/revenue, 2017 ($1,000) , 169,291 Total retail sales, 2017 ($1,000) io) 108,391 Total retail sales per capita, 2017 (c) $6.686 Transportation Mean travel time to work (minutes), workers age 16 yearst-, 2016-2020 Income 8 Poverty 26.8 Median household income (In 2020 dollars), 2016-2020 Per capita income in past 12 months (in 2020 dollars), 2016-2020 Persons In poverty, percent $22,494 $14,946 6 40.4% IN BUSINESSES Businesses Total employer establishments, 2020 Total employment, 2020 Total annual payroll, 2020 ($1,000) Total employment, percent change, 2019-2020 Total nonemployer establishments, 2019 All employer firms, Reference year 2017 Men -owned employer firms, Reference year 2017 Women -owned employer firms, Reference year 2017 Minority -owned employer firrns, Reference year 2017 Nonminority-owned employer firms, Reference year 2017 Veteran -owned employer firrns, Reference year 2017 Nonveteran-owned employer firms, Reference year 2017 X X X X X 494 308 56 272 182 S 409 t;;• GEOGRAPHY Geography Population per square mile, 2020 Population per square mile, 2010 Land area in square miles, 2020 Land area in square miles, 2010 FIPS Code 3,821.5 3,535.8 4.31 4.30 1251650 About datasets used in this table Value Notes 6 Estimates are not comparable to other geographic levels due to methodology differences that may exist between different data sources. Some estimates presented here come from sample date, and thus have sampling errors that may render some apparent differences between geographies statistically indistinguishable. Click the Quick Info fd icon to the left of each row in TABLE view to learn about sampling error. The vintage year (e.g., V2021) refers to the final year of the series (2020 thru 2021). Different vintage years of estimates are not comparable. Users should exercise caution when comparing 2016-2020 ACS 5 -year estimates to other ACS estimates. For more information, please visit the 2020 5 -year ACS Comparison Guidance page. Fact Notes (a) Includes persons reporting only one race (c) Economic Census - Puerto Rico data are not comparable to U.S. Economic Census data (b) Hispanics may be of any race, so also are included in applicable race categories Value Flags - Either no or too few sample observations were available to compute an estimate, or a ratio of medians cannot be calculated because one or both of the median estimates falls in the lowest or upper interval of an open ended distribution. F Fewer than 25 fines D Suppressed to avoid disclosure of confidential information N Data for this geographic area cannot be displayed because the number of sample cases is too small. FN Footnote on this item in place of data X Not applicable S Suppressed; does not meet publication standards NA Not available Z Value greater than zero but less than half unit of measure shown QuickFacts data are derived from: Population Estimates, American Community Survey, Census of Population and Housing, Current Population Survey, Small Area Health Insurance Estimates, Small Area Income and Poverty Estimates, State and County Housing Unit Estimates, County Business Patterns, Nonemployer Statistics, Economic Census, Survey of Business Owners, Building Permits. CONNECT WITH US 0 (3O ® OO Accessibility Information Quality FOIA Data Protection and Privacy Policy 1 U.S. Department of Commerce CITY OF OPA-LOCKA Photographs FLORIDA Pump Station #12 Project Site Location Pump Station #12 25.8914995, -80.2741662 85.8914995"-80Q27Q116662 '11 a r1V ;. 14 tI Nan.. •�1 CITY OF OPA-LOCKA Photographs FLORIDA Pump Station #16 Project Site Location Pump Station #16 25.8927635,-80.2694184 DocuSign Envelope ID: E5A1A347-9E50-4BE6-8404-540285BC39BD Office of the City Manager 780 Fisherman Street, 4th Floor Opa-locka, FL 33054 Darvin Williams, JD, MBA, MPH Telephone (305) 953-2821 Interim City Manager Email: dwilliams@opalockafl.gov November 7, 2022 BRIC Grant Program Florida Division of Emergency Management 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-210 RE: 2022 BRIC Application - City of Opa-locka's Wastewater Lift Station Rehabilitation Dear Program Manager: The City of Opa-locka will provide a match of 25% or $562,500 to meet the requirements of the BRIC Grant Program. Any additional costs required to complete the project as identified in the application will be the responsibility of the City. Once the Burlington Street Canal project is complete, Opa-locka's professional staff and experienced contractors will also maintain the improvements relating to the project. If you have any questions regarding the application, please contact me at 305-953-2868. Sincerely, ,-DocuSigned by: ValVU.iln, UJatovms � C46C07C1 E8DE492... Darvin Williams, JD, MBA, MPH Interim City Manager Cc: George Ellis, Assistant City Manager Adelina Gross, CIP Coordinator Airia Austin, Public Works Director DocuSign Envelope ID: 6B9BC9FF-301 F-41 B6-A3A8-D3D7A70E3917 OMB Number: 4040-0004 Expiration Date: 12/31/2022 Application for Federal Assistance SF -424 * 1. Type of Submission: Preapplication • 2. Type of Application: • If Revision, select appropriate letter(s): 0 New Continuation Revision • Other (Specify): 1 Application Changed/Corrected Application • 3. Date Received: 4. Applicant Identifier: 11/14/2022 5a. Federal Entity Identifier: 5b. Federal Award Identifier: State Use Only: 7. State Application Identifier: 6. Date Received by State: 8. APPLICANT INFORMATION: • a. Legal Name: City of Opa-locka • b. Employer/Taxpayer Identification Number (EIN/TIN): • c. UEI: 59-6000394 YFKCKZNKEVG3 d. Address: • Streetl: 780 Fisherman Street Street2: • City: Opa-locks County/Parish: • State: FL: Florida Province: "Country: USA: UNITED STATES • Zip / Postal Code: 33054-3806 e. Organizational Unit: Department Name: Division Name: Capital Improvement Programs f. Name and contact information of person to be contacted on matters involving this application: Prefix: Ms _ • First Name: Adelina Middle Name: • Last Name: Gross Suffix: Title: Manager Organizational Affiliation: Staff "Telephone Number: 305-953-2868 Fax Number: • Email: agross@opalockaf1.gov DocuSign Envelope ID: 6B9BC9FF-301 F-4166-A3A8-D3D7A70E3917 Application for Federal Assistance SF -424 * 9. Type of Applicant 1: Select Applicant Type: IC: City or Township Government Type of Applicant 2: Select Applicant Type: Type of Applicant 3: Select Applicant Type: • Other (specify): • 10. Name of Federal Agency: !Federal Emergency Management Agency 11. Catalog of Federal Domestic Assistance Number: CFDA Title: * 12. Funding Opportunity Number: IDHS-22-MT-047-00-98 *Title: FY 2022 Building Resilient Infrastructure and Communities (BRIC) 13. Competition Identification Number: Title: 14. Areas Affected by Project (Cities, Counties, States, etc.): (Location Map.pdf Add Attachment IDelete Attachment I I View Attachment I " 15. Descriptive Title of Applicant's Project: City of Opa-locka Wastewater Lift Station Rehabilitation Attach supporting documents as specified in agency instructions. Add Attachments I Delete Attachments 1 View Attachments I DocuSign Envelope ID: 6B9BC9FF-301 F-4186-A3A8-D3D7A70E3917 Application for Federal Assistance SF -424 16. Congressional * a. Applicant Districts Of: 24 • b. Program/Project 24 Attach an additional list of Program/Project Congressional Districts if needed. Add Attachment Delete Attachment View Attachment 17. Proposed • a. Start Date: Protect: 11/01/2023 ' b. End Date: 04/30/2025 18. Estimated Funding ($): *a. Federal ' b. Applicant • c. State • d. Local " e. Other • f. Program Income •g.TOTAL 1, 687, 500.00 562, 500.00 0.00 0.00 0.00 0.00 2,250,000.00 • 19. Is Application a. This application / b. Program Subject to Review By State Under Executive Order 12372 Process? was made available to the State under the Executive Order 12372 Process for review on is subject to E.O. 12372 but has not been selected by the State for review. is not covered by E.O. 12372. . c. Program * 20. Is the Applicant Yes If "Yes", provide Delinquent On Any Federal Debt? (If "Yes," provide explanation in attachment.) No and attach explanation Add Attachment Delete Attachment View Attachment 21. *By signing herein are true, comply with any subject me to this application, I certify (1) to the statements contained In the list of certifications** and (2) that the statements complete and accurate to the best of my knowledge. I also provide the required assurances** and agree to resulting terms if I accept an award. I am aware that any false, fictitious, or fraudulent statements or claims may criminal, civil, or administrative penalties. (U.S. Code, Title 18, Section 1001) and assurances, or an Internet site where you may obtain this list, is contained in the announcement or agency ** I AGREE "" The list of certifications specific instructions. Authorized Representative: Prefix: Middle Name: " Last Name: Suffix: Mr . • First Name: Darvin Williams *Title: Interim City Manager * Telephone Number: 305-953-2821 Fax Number: 'Email: dwilliams@opalockafl.gov * Signature of Authorized Representative: Doeusigneabyy: l' FRIN-IVuRIMS f..h a 7ntrnor4oc • Date Signed: 11/8/2022 CITY OF OPA-LOCKA LOCATION MAP FLORIDA i Headquarter ToyotaQ 11 eloptcq-WhotesakV-1-1;$ Ore oe�1 chic't-gl-A® Qloo Chrno: / Mklg JYlJ PdW. e ere Project Site Location Pump Station #16 Intl Lakes, • Miami Qpa Locks Executiyo Airport Waimart Nmthem Tool Nelghbahood Markel •Equipment _. FI id3 eienrotial Unrarsity —40 St i�nas' UnPersny klind!gner Ed•.dardQ Pare High k50,5l 4r- 000200 M000Q 1•:areh_oie !fine, hbcking pa 1.0,05HI4le3h 9 liII 9Shobondy Park i`lr e Opa-locka a e Park rorisruo- '.y�� North Mlaml 0g0ch__, 'n,-- ,GardcdIPW&'Suiher - :55 Project Site Location Pump Station #9 1�.9aUti2-fte0p2 Y'a_k,-_�'I wi IMO Project Site Location Pump Station #12 Go -gee We Limey MM0 Go ®® I� Pinok_d�_J —� NCdh fa Sen., Hiyl Sch.tid� }' a Qmare Super Markel®/ at North Miami =xwaxwra Near a=.NOM- last \ � I Goodwill -North Miami West Dale can UIa a oily Winn -Dixie aIrl�o •'.'•:1 goon.. P • •,nx l+.�w M,am. t':0nt•'r: 0 We'd' i:Cl' 4edralIDJl I Y nµlNAnwr frakMser e'd' OMB Numb er: 4040-0008 Expiration Date: 02/28/2025 BUDGET INFORMATION - C onstruction Programs NOTE: Certain Federal assista nce programs require additional computations to arrive at the Federal share of project costs eligible for participatio n. If s uch is the case, you will be notified. COST CLASSIFICATION a. Total Cost b. Costs Not Allowable for Participation 1. Administrative and legal e xpenses 2. Land, structures, rights -of -way, appraisals, etc. 3. Relocation expe nses and payments c. T otal All ow able Costs (Columns a -b) 4. Architectural and engineering fees $ 24,000.00 $ 5. Other architectural and engineering fees 6. Pro ject inspe ction fees $ $ 176,000 .00 $ 7. Site work $ 8. Demolition and removal 24,000 .00 176,000 .00 9. Construction $ 2,050,000.00 10. Equipment $ 2,050,000 .00 11. Misce llaneous 12. SUBTOTAL (sum of lines 1-11) $ 2,250,000.00 13. Continge ncies $ $ 2,250,000.00 14. SUBTOTAL $ 2,250,000. 00 $ 15. Project (program) income 2,250,000.00 16. TOTAL PROJECT COSTS (subtract #15 fro m #14) $ 2,250,000. 00 2,250,000.00 FEDERAL FUNDING 17. Federal assistance requested, calculate as follows: (Consult Federal agency for Fe deral percentage share.) Enter the resulting Federal share. Enter eligible costs from line 16c Multiply X 90 2,025,000 .00 Version 6.0.0. Build 20221028.1600 _ FEMA Map Marker Mitigation Title Benefit -Cost Calculator v6.0 (Build 20221028.1600 I Release Notes) Floodproofing Measures 1 @ 25.8927635; -80.2694184 Property Type Benefit -Cost Analysis Project Name: Opa-locka Lift Station Hardening NW /4th Si Z IOWA 1 '. ti ¢. Hazard DFA - Coastal A Flood es, PQmitroke Rd ri nr Miramar dram PV -'10/ F� i' !1 1, 4. Hialeah N'd; F4111 31 Nti �' 3 b tPr 5 t.ildi6 t-Ex lt'S'== 201. Using 7% Discount Rate Benefits (B) BCR Costs (C) (B/C) Aluentura 'Hallandale North Miami Beach w .4 y,�X i North Miami Sunny Isles Beach Bay Harbor Islands North , Bay Village Leaflet I Tiles © Esri Using 3% Discount Rate (For P122 BRIC and FMA only) Benefits (B) Costs (C) BCR (B/C) $ 3,985,525 $ 2,576,300 1.55 $ 5,955,297 $ 2,737,568 2.18 TOTAL (SELECTED) $ 3,985,525 $ 2,576,300 1.55 $ 5,955,297 $ 2,737,568 2.18 TOTAL $ 3,985,525 $ 2,576,300 1.55 $ 5,955,297 $ 2,737,568 2.18 https://bcaofficeaddin-prod.azurewebsites.net/projects?_host_Info=Excel$Win32$16.01$en-US$telemetry$isDialog$$16 1/3 Version 6.0.0. Build 20221028.1600 Property Title: Floodproofing Measures @ 25.8927635; -80.2694184 Property Location: 33054, Miami -Dade, Florida Property Coordinates: 25.8927635, -80.2694184 Hazard Type: Coastal A Flood Mitigation Action Type: Floodproofing Measures Property Type: Utilities Analysis Method Type: Professional Expected Damages Project Useful Life (years): 25 Project Cost: $2,250,000 Number of Maintenance Years: 25 Use Default:Yes Annual Maintenance Cost: $28,000 1;nr1 Nda•.-r lifry Year of Analysis was Conducted: 2022 Year Property was Built: 1985 Analysis Duration: 38 Use Default:Yes Type of Service: Wastewater Number of Customers Served: 5,700 Value of Unit of Service ($/person/day): $60 Use Default:Yes Total Value of Service Per Day ($/day): $342,000 WASTEWATER OPTIONAL DAMAGES VOLUNTEER COSTS TOTAL Recurrence Interval (years) Impact (days) Category 1 (5) Category 2 (5) Category 3 (5) Number of Volunteers Number of Days Damages (5) 5 5 0 0 0 0 0 1710,000 https://bcaofficeaddin-prod.azurewebsites.net/projects?_host_Info=Excel$Win32$16.01$en-US$telemetry$isDialog$$16 2/3 Version 6.0.0. Build 20221028.1600 iN/loiyat c.n Annualized Recurrence Interval (years) I Damages and Losses ($) I Annualized Damages and Losses ($) 5 1,710,000 342,000 Sum Damages and Losses ($) Sum Annualized Damages and Losses (5) 1,710,000 342,000 WASTEWATER OPTIONAL DAMAGES VOLUNTEER COSTS TOTAL Recurrence Interval pears) 5 Impact (days) 0 Category 1 (5) Category 2 (8) 0 Category 3 (5) 0 Number of Volunteers 0 Number of Days 0 Damages (8) Annualized Recurrence Interval (years) Damages and Losses (5) 5 0 Annualized Damages and Losses ($) Sum Damages and Losses (5) Sum Annualized Damages and Losses (5) 0 0 Total Standard Mitigation Benefits: $3,985,525 Total Social Benefits: $0 Total Mitigation Project Benefits: $3,985,525 Total Mitigation Project Cost: $2,576,300 Benefit Cost Ratio - Standard: 1.55 Benefit Cost Ratio - Standard + Social: 1.55 https://bcaofficeaddin-prod.azurewebsites.net/projects?_host_Info=Excel$Win32$16.01$en-US$telemetry$isDialog$$16 3/3 CITY OF OPA-LOCKA LOCATION MAP FLORIDA Costco.WhoIesole® �I1 Q the ome Depot nak.fil. 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FLORID A AN D I NC ORPORATE D A REAS PANEL 119 OF 1031 rs L1 vo1v FOR nN Pµ1,, A ani OY1 MAP REVISED SEPTEMBER 11, 2009 1,aal. ,1. gem., a d!l 11/4/22, 2:12 PM tv_browse.pl (7290x8775) 1=7771.11 SO x 9111 MUSGS A U.S. DEPARTMENT OF THE INTERIOR U. S. OEOLOLNAL SURVEY x 41-771 met GU,INMmtl1131.1m4.m/n1.70: II ':y USTopo 69 rZ' �Ll`i� •1. t -,, , Project Site Location Pump Station #16 _R �T-- ;- S - to I' .. '''' r _. a II1.._ i� Project Site Location ;,i 1.1: Pump Station #12 SCALE 1:OH 000 ar 11 EMU EMI QUADRANGLE 110EOA r.SaIREnL sow tS1SR41E - • Project Site Location Pump Station #9 it a I ,, -- ----- TSSSMiE— - 77. • tAli OP4 if A moor ea Iv.....44- 0'--- OPALOEEA, EL 2021 https://ngmdb.usgs.gov/ht-bin/tv_browse.pl?id=8ee74b9326b3c1984ddd49dfe1cf1337 1/1