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/ Kimley-Horn and Associates, Inc. SCOPE OF SERVICES The 64th Ave pump station has been designed as an in-line pump station. The design is completed and the "footprint" can be re-used for the 90'h Ave pump station. Additional work such as survey of the site, site design, site plan permitting, modifications to surrounding small pump stations, extension of approximately 1100 ft of on-site forcemain, and hydraulic modeling are additional items which need to be performed for the 90th Avenue site . Consultant will prepare project drawings and specifications for the project which can be advertised for bidding by general contractors . Consultant will prepare and submit the appropriate permits listed herein for the construction of the project. Consultant will provide construction phase services during construction, witnessing startup and operational testing, and provide final certification of the facility. The scope consists of the following: Task 1 — Survey Consultant will provide survey of one site for the facility located near the Southeast comer of CR 510 and 901h Avenue on the North County Elementary School site where the master pump station will be located . Additional survey will consist of on-site influent and effluent piping which is assumed to be approximately 1100 ft total length. The site survey will consist of a boundary survey for easement transfer with the property owner, which will also consist of at least a 100 'x100 ' area, topography, and other above ground information. It is anticipated that the site granted to Utilities will be approximately 50 'x50 ' , not including access to site. For the influent/effluent forcemain piping, survey of the intersection will be provided up to 100 ft in either direction, including, edge of pavement, existing utilities, and benchmark. Right of way information will be shown on the survey . It is assumed that Utilities will provide locates of their existing lines at the intersection. Task 2 — Hydraulic Design The design will consist of hydraulic evaluation to clearly define conditions of service through build-out conditions, pump station design, pipe sizing, preparation of drawings and specifications for a master pump station, plan and profile of approximately 1100 ft of influent and effluent pipe length to the pump station from CR 510, and electrical and controls design. Consultant will utilize the existing sewer system master plan hydraulic model prepared by PBS&J to establish future flows and hydraulics of the sewer system and determine present and future configuration and operation of the pump station for pump size selection, and the impacts to the existing stations between 90" Avenue and 64th Avenue. Task 3 — Site Design and Final Facility Sizing Construction drawings will be prepared which will consist of a site plan, building plans and elevations, plan/profile of the forcemains from and to connections near the intersection of CR 510 and 90" Avenue, details, electrical schematics and process instrumentation and panel drawings for the pump station . It is anticipated that approximately 20 to 22 drawings will be prepared. Consultant will provide copies of technical specifications, full size (24x36) and half size ( 11x17) drawings for bidding and construction. All plans and technical specifications will be provided to C:\Documents and Settings\Ibrc wn\Local Settings\Temporary Intemet Files\OLK13F\90th Ave In-line Wastewater Booster Station - rev Mae Page 2