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 project plans and documents shall be prepared so the City can construct the project in two separate phases. 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 with the construction to occur in two phases. The project, which is the basis of this proposal include the following design and park improvements: PHASE I: PHASE II: • Multi-purpose field with synthetic turf (lighted) • Aquatic Building, 4,000 sf (including facility restrooms and change rooms) • 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, miscellaneous park furniture (benches, waste receptacles, bike racks), sidewalks and park lighting • Public Art • Landscaping/Mitigation • Multi purpose building, 8,600 sf • Maintenance facility (1000 sf) • Covered pavilions (three) (Prefab structures w lighting and receptacles) • Building monitoring system • Emergency generator • Additional sidewalks, 1000 sf • Additional landscaping/irrigation (All areas disturbed for construction of the multi-purpose building and picnic pavilions) • Public Art Total hard costs (provided by the City) for PHASE I of the project is targeted at $6,971,702.00 (six million, nine hundred seventy one thousand, seven hundred and two dollars) and for Phase II, $2,488,866.00 (two million, four hundred eighty eight tho...
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. Envisors has previously designed and permitted the Lift Station Xx. 00 Xxxxxxx Xxxx (xxxxxxxxxxxxx 00 Xxxx xxxxxx) Sewer Replacement Project. Construction of the Phase 1 Project area, funded in part by a Community Development Block Grant (CDBG), has previously been constructed by Xxxxxxxxx, Inc. under the oversight of Envisors. Construction of the Phase 2 Project area, funded via a Florida Department of Environmental Protection (FDEP) Clean Water State Revolving Fund (CWSRF) loan, has also recently been constructed by Xxxxxxxxx, Inc. under the oversight of Envisors. The City of has obtained loan funding from both CDBG and FDEP CWSRF to fund construction of Phase 3 of the Project area. Envisors is currently under contract to revise bid documents for Phases 3 of the Project. This includes preparing separate revised Construction Plans and Project Manuals (front-end documents and technical specifications) for Phase 3. Operational issues associated with sewer line terminations and residential service laterals due to construction phasing are being addressed via design plan revisions to help ensure continuous sewer service is provided in the Project areas. City staff has requested Envisors to provide bidding services, engineering services, and funding program coordination during the construction of Phase 3 of the Project, including but not limited to construction administration, technical services, and operational services.
PROJECT BACKGROUND AND DESCRIPTION. On May 5, 2020, the City of Bozeman approved the Bozeman Parks and Trails Special District (District). With the endorsement of Bozeman resident’s the District granted the City authorization to conduct annual levy assessments for funding to maintain and operate all of the City owned parks and trails. To accomplish the District objectives the City has developed a multi-year Parks and Trails District implementation plan designed to achieve steady calculated increases in level of service standards and sustainable maintenance practices in all City Parks. On July 1, 2020, the City’s Parks and Recreation Department assumed full responsibility for all of the District’s designated park properties including the addition of 217 acres of park land located within subdivision parks previously maintained by home owners/community associations. To address the requirements for all maintenance, operations, capital and deferred maintenance needed in the new District the City will establish contracts for professional services with qualified contractors. The City of Bozeman is seeking proposals from contractors to perform grounds and landscape maintenance for parks, trails and amenities within the District. Contractor will provide services to ensure that City landscapes are effectively and efficiently maintained for the benefit of the city and its residents. The selected contractor will begin snow removal services in October 2021 and continue services through the completion of the winter season at the end of April 2022. The routine services will be conducted for approximately a 28 week period in total or approximately 7 months per year.
PROJECT BACKGROUND AND DESCRIPTION. Purpose: Inform, engage, and involve the community in a meaningful way to help ensure understanding and support for District’s continuation of its 2-year $800,000 supplemental levy. • Background: Xxxxxxxx School District o Xxxxxxxx School District No.414 is in Kimberly, Idaho. o City of Xxxxxxxx Census Data: There are approximately 3,600 people and 1,300 households in Kimberly, Idaho. o The school district employes 300 community members, serves 1,929 students and has a projected growth of 5-6% in the next ten years. o The District operates one pre-kindergarten, two elementary, one middle, one high school and a charter school. o The district is seeking renewal of its current levy amount of $800K that will expire June 2024. o The supplemental levy resolution was approved by KSD Trustees for the November 7, 2023, ballot on 08,17,2023 o A supplemental levy has been supported by the community for over a decade and is imperative to District operations funding nine teaching positions and many other support-service positions. o Levy funds will be used to fund salary and benefits for positions that are not funded by the legislature. o District leadership: ▪ has expressed concern at the low passage rate for the past several levies. ▪ feels the environment has changed and past public outreach methodology needs to be improved. ▪ has expressed the District needs additional expertise and/or staffing to improve engagement with the community. • Involved parties: o Superintendent, Xxxx Xxxxxxxxx o Bond Counsel, TBD Xxxxxx Xxxxxxx representative o General Counsel, TBD representative o Other stakeholders as needed, TBD
PROJECT BACKGROUND AND DESCRIPTION. The City desires to Develop an existing City owned property into a neighborhood park with on-street parking and walking trails. As depicted in attached Exhibit A, the general area of the proposed improvements will include portions of the right-of-way at the southeast corner of Xxxxxxxx Avenue and North F Street. The scope of work herein for this Project was based on the following assumptions: • No new water lines or sanitary sewer connections are proposed for this site • Roadway widening and proposed curbing along the public R/W will be in accordance with Haines City standards • Roadway grading, and roadway drainage modifications are not to be addressed • No geotechnical work should be required, nor is it included in this agreement. If it is determined to be required at a later date, we can provide a separate proposal for it. • Design, permitting, bidding, and construction engineering services are to be provided by Pennoni and/or Pennoni subconsultants. • The scope of the improvements as generally depicted in Exhibit B (attached). • Area lighting improvements will be completed via a design performance specification for completion by the general contractor.
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 City of Mountlake Terrace (City) has requested Xxxxxx’ assistance with preparing a 2024 Comprehensive Stormwater Plan Update (Plan). The current Comprehensive Stormwater Plan (from 2018) provides guidance for the design, construction, management, and maintenance of the City’s storm system to meet future needs. The Plan provides information about the City’s existing stormwater infrastructure, current operations and maintenance, regulatory requirements, and funding while identifying deficiencies and a recommended course of action to resolve them. This Plan Update will have a planning horizon of twenty years, with specific investments identified for the first six years and also the full twenty-year planning horizon. Applicable content from the recently published Integrating Stormwater Solutions into Comprehensive Plans by the Puget Sound Regional Council will be considered for inclusion. The City anticipates that the Plan will consider the following: • Development and Infrastructure investments made since the 2018 Plan Update • Coordination with other City plans, projects, and planning efforts • Climate change uncertainties • Evolving stormwater regulatory requirements, including TMDLs, and assessment of stormwater regulatory requirements and impact on previously planned and future CIP projects • Development of a Stormwater Asset Management Framework • Recommended implementation plan for stormwater investments on the 20-year planning horizon The Plan will include the following components, on which this Scope of Work is based: • Specific stormwater programmatic (non-capital) investments, which may include maintenance, education, inspections, TMDL required actions, etc. • 6-year and 20-year Stormwater Capital Improvement Plan (CIP), with investments prioritized • Implementation Plan o Coordination with rate study/fee analysis to document the need for both capital and non-capital investments o Summary of funding strategies for priority investments, including grant/loan, City, and developer-funded options Schedule The City wants the Plan completed in 12 months. With a Notice to Xxxxxxx assumed to be no later than 11/20/2023, this scope of work will be complete by 11/19/24. Determining financial needs (Task 5) to implement investments identified during this planning effort will be prioritized to provide input to the storm rate study as soon as feasible.
PROJECT BACKGROUND AND DESCRIPTION. The City of Winter Haven owns and operates the Cypresswood Water Treatment Plant (CWTP), located at 0000 Xxxxxxxxxxx Xxxx., Xxxxxx No. 272831000000 012680, in the Cypresswood Golf Course and Country Club community and located on the northeasterly side of the City of Winter Haven’s utility services area. The CWTP and distribution system supplies potable water to the Cypresswood community and is interconnected to the City’s potable water distribution system along Dundee Road to the north and the Garden Grove area to the south. The City owns and operates groundwater withdrawal facilities permitted by Southwest Florida Water Management District (SWFWMD) Water Use Permit (WUP) 4607. The City’s raw water supply system consists of 23 existing groundwater xxxxx (and 1 proposed well), which withdraw water from the Upper Floridan Aquifer (UFA). The City’s system has a raw groundwater supply allocation of 14.06 million gallons per day (MGD) annual average daily flow (AADF) and 19.118 MGD on a peak month daily basis. The CWTP has one well with a permitted groundwater withdrawal allocation of 0.145 MGD AADF and a peak month allocation of 0.200 MGD (0.318 MGD AADF average allocation and 0.4328 MGD peak month allocation under the permitted “wellfield flexibility” withdrawal schedule). The CWTP was originally constructed, operated, and maintained by the Garden Grove Water Company, Inc. around 1975. The CWTP consists of a 100,000-gallon ground storage tank, an 8,000-gallon hydropneumatic tank, a control building housing a twelve inch well with a 1,400 gpm vertical turbine well pump, two vertical turbine booster pumps, chlorine containment area, and a fluoride pump room. The CWTP was purchased by the CITY in March 1998 and was interconnected to the City’s municipal water system in January 2006. The 2018 flow data for the WTP is as follows: • 12-month average flow = 90,392 gallons per day • Permitted flow = 318,200 gallons per day. Recently, the City has designated the CWTP as needing replaced and has developed plans to relocate the facility by constructing a new water treatment plant and xxxxx on a parcel located less than a mile south of the CWTP. The existing well at the current CWTP will be abandoned. The City intends to develop an approximately 2.0 MGD WTP (maximum day capacity), which would result in an approximately 1.33 MGD AADF supply allocation (based on an assumed maximum day peaking factor of 1.5). The final maximum day, peak month, and annual average capacity of...
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 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 7.5 MGD AADF. There are fifty lakes with a total area of eight square mile, within or bordering the City and a remarkable chain of lakes that are a centerpiece of the City. The City has been proactive in planning and developing projects that maintain or improve the quality of its lakes. With that in mind, the City has identified the elimination of septic systems as an important element in maintaining the health of the lakes by improving water quality. This Project will develop a master plan that identifies a phased approach to expand the wastewater collection system to eliminate existing and future septic systems within the City’s wastewater service area. The plan will: update the City’s existing septic inventory; identify potential septic-to-sewer project areas including quantifying the number of parcels to be sewered, the nitrogen load to be reduced and the anticipated flow from each project area; develop a conceptual-level opinion of probable construction cost (OPCC) and an opinion of probable project cost (OPPC); develop a prioritized project list and implementation schedule; and identify potential funding sources.
