PROJECT BACKGROUND AND DESCRIPTION. The City has requested BA to perform design and construction documents, survey and mapping, geotechnical exploration and reporting services, FGBC certification, environmental consulting and prepare and perform construction administration services for the development of Cagni Park. The limit of work is that portion of School Board property east of Arch Creek Elementary School, being approximately 10 acres of vacant land bounded by NE 135th street on the south, NE 000xx Xxxxxx on the north and NE 9th Avenue on the east. The project is a joint venture by the City of North Miami and the Miami Dade School Board with the facilities shared by both. The work under this contract shall include the services described below for the construction of the Cagni Park site. The BA Team shall work closely with City staff and the selected CM@Risk Contractor to develop a park and recreation facility for the residents of North Miami and the adjacent schools. The City has requested the BA Team develop a full set of construction drawings, specifications and cost estimates for the program outlined below. The project, which is the basis of this proposal include the following design and park improvements: • Multi-purpose field with synthetic turf (lighted) • 12,500 sf recreation center (including aquatic facility restrooms and change rooms) • Maintenance facility (1000 sf) • Olympic swimming pool • Secondary learn to swim/warm-up pool • Children’s multi-age playground with shade protection • Splash pad (associated with children’s playground) • Surface asphalt parking for 80 vehicles (lighted) • Security fencing and miscellaneous park furniture (benches, waste receptacles, bike racks), sidewalks and park lighting • Covered pavilions (three) • Public art The construction budget (provided by the City) for the project is targeted at $11,324,000.00 (eleven million three hundred twenty-four thousand dollars). This budget is the basis for this scope of services and fees. If additional park program components are added to the project as directed by the City, BA shall negotiate additional fees. Assisting BA (Landscape Architecture, Architecture and Civil Engineering) with these services shall be the following firms: • Xxxxx Land Surveyor Survey and Mapping • Tierra South Florida Geotechnical Subsurface Exploration and Analysis • MUEngineers, Inc. Structural Engineering • Delta G Electrical Engineering • Xxxxxxx XxXxxxxx Irrigation Design • The Bosch Group Opinion of Probable Cost Estimating ...
PROJECT BACKGROUND AND DESCRIPTION. The City of Winter Haven’s utility service area encompasses approximately 78 square miles and serves customers both inside and outside of the incorporated City limits. While the population within the service area is approximately 74,675, there are approximately 36,970 water accounts which include 3,080 commercial and 33,600 residential accounts. While there are approximately 22,900 accounts with sewer service, there are other customers that have septic systems. The wastewater collection system is comprised of approximately 330 miles of sewer mains and 198 lift stations. The wastewater is treated at one of the two wastewater treatment plants. Wastewater Treatment Plant No. 2 (WWTP No. 2) is permitted for 1.7 MGD Annual Average Daily Flow (AADF) with all the effluent being sent out as reuse water. Wastewater Treatment Plant No. 3 (WWTP No. 3) is permitted for
PROJECT BACKGROUND AND DESCRIPTION. The City desires to replace approximately 1,100’ of undersized 1.5” and 2” galvanized water lines within the 6th Street right-of-way with a new 6” water line to improve the level of service for local residents. As depicted in Attachment A, the general area of the proposed improvements will include the right-of-way of 6th Street between Xxxxxx Xxxxxx Senior Avenue (north end of project) and Lily Avenue East (south end of project). Based on a site visit on May 28, 2021, with City staff, the scope of work herein for this Project was based on the following assumptions: • Approximately 1,100 ‘ of new 6” water line, valves, and hydrants; • Replace water service lines to existing meters, with meter hook-up by the City; • Water line installation and road reconstruction in the western (south-bound) travel lane; • Asphalt overlay between the existing curbs along the existing edges of pavement; • City will be responsible for abandoning the existing water lines; • Curbing, roadway grading, and drainage modifications are not to be addressed; • Design, permitting, bidding, and construction engineering services are to be provided by Pennoni.
PROJECT BACKGROUND AND DESCRIPTION. The Town of Lake Xxxxxxxx currently provides potable water service to its residents via the Church Street Water Treatment Plant (WTP), which has an authorized Water Use Permit (WUP) supply flow rate of 380,000 gpd that expires on August 19, 2021. Current 5 year water demand projections for the Town could be as high as 2.0 MGD based on current growth projections. In addition to raw water supplied from the Town’s two water supply xxxxx and WTP, an available option to help meet the future demands could be to purchase water supplied by the Polk Regional Water Cooperative (PRWC). However, the timing for availability of this water supply is uncertain, may be more costly, and costs are not fully defined. The potential variety of alternative water supply sources that could be available from within the Town’s utility service area and the associated costs have not been evaluated and defined by the Town. Having additional technical and cost data for multiple water supply options would allow the Town to better understand available options and the associated cost impacts to its residents prior to contractually committing to acquire all of the Town’s future water supply from the PRWC and/or by other means. With this data the Town can then better decide which water supply source(s) are in its best interest and pursue renewing its WUP with the selected supply sources in mind. The Town desires to engage Pennoni to prepare a water supply alternatives concept study to summarize available options and associated costs.
PROJECT BACKGROUND AND DESCRIPTION. The City was awarded Section 319 Grant funding (Award number C9-99451521-0) from the Florida Department of Environmental Protection (FDEP) and the Environmental Protection Agency (EPA) for four Rain Garden and stormwater improvement projects that were previously designed by others. Specifically, the project components to be constructed include the: 1) Xxxx Xxxxx rain garden Best Management Practices (BMP’s); 2) Ledworth Avenue rain garden BMP’s; 3) John’s Avenue bioswale BMP’s; and 4) 9th Street bioswale BMP’s. The goal of these projects is to construct improvements to achieve nutrient load reductions to improve the quality of nearby surface waters. Because this Project is funded by the FDEP 319 grant program, certain administrative requirements are necessary to comply with Funding Agency requirements. To manage the Project in a cost-effective manner, it is necessary for the City to lead certain administrative and compliance efforts, in conjunction with construction engineering efforts to be provided by Pennoni. Based on discussions with City staff, the scope of work herein for this Project was based on the following assumptions: • Design Plans, Specifications, and bidding documents prepared by others will be utilized for this project; • Bidding documents will be gathered, compiled, and prepared by the City; • The City/purchasing department will lead bidding efforts (advertisement, conducting meetings, etc.) with technical assistance provided by Pennoni. • The City will prepare and process a Quality Assurance Project Plan for approval by FDEP for post- project sampling and monitoring to help evaluate nutrient loading reduction; • Quarterly reports that may be required by the Funding agency will be prepared and submitted by the City. • Public Education efforts as required by the Funding agency will be performed by the City. • Limited bidding and construction engineering support services will be provided by Pennoni to help ensure the Project is constructed in accordance with the design plans prepared by others.
PROJECT BACKGROUND AND DESCRIPTION. The City of Xxxxxx (OWNER) is experiencing population growth and development in the north and east side of the US Highway 80 corridor. The current water lines in this area are 6-inch and 8-inch diameter and require replacement and upsizing to meet the city’s current and future growth demands. This project, Highway 80 Waterline Replacement Project, will replace and upsize the water distribution line along the US Highway 80 Service Road between Trailhouse Lane and Xxxxxx Road.
PROJECT BACKGROUND AND DESCRIPTION. The Town of Erie desires a fireworks display on the 4th of July, 2020. Alternate dates will be considered for this proposal. The Town is seeking qualified firms to assist the Town in selecting a new launch site for the fireworks display within the Town of Erie and to furnish all expertise, labor and resources to provide complete services necessary during the Contract term after the site has been agreed upon by the Town and the contractor.
PROJECT BACKGROUND AND DESCRIPTION. The purpose of this Contract is to set forth the terms and conditions by which the Contractor shall provide Services. It is the intent of the parties to fulfill the mandates of the Older Americans Act (OAA) and the State Funding for Senior Services (OAA/SFSS) to develop greater capacity and xxxxxx the development and implementation of comprehensive and coordinated service delivery system to secure and maintain maximum independence and dignity for Older Adults.
PROJECT BACKGROUND AND DESCRIPTION. The Town of Erie is a statutory municipality operating under the Town Board / Town Administrator form of government. Under this form of government, the Board of Trustees serves as the legislative and governing body of the Town, while the Town Administrator administers the day-to-day operations of the Town. As a function of the day-to-day operations of the management staff is interested in developing agency-wide vision, mission and values as well as organizational goals. Currently there are nine departments, 161 full time employees and 237 part time and seasonal employees. It is important that all levels of staff be included in the process in order to facilitate acceptance and support of the final product.
PROJECT BACKGROUND AND DESCRIPTION. [This section should include a description of the background circumstances and events that have caused the need for the project to be conducted.]
