Agmt23 BKF Engineers Tract Pump Station Improvement Project

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REV: 11-07-23 SK Subtask 1.5 – Quality Assurance/Quality Control (QA/QC) Consultant will perform QA/QC checks prior to each submittal. Quality controls from each discipline, including any subconsultants, will be incorporated into every phase of the work to ensure quality and contract compliance. Consultant will provide formal tacking and final resolution of review comments and subsequent actions. Deliverables for task 1: Project Management and Team Meetings include schedule updates, invoices, progress reports, updated action item lists, and meeting agendas and minutes. TASK 2: SITE SURVEYS AND INVESTIGATIONS Subtask 2.1 – Utility & Site Reconnaissance Consultant will review record drawings and record information already provided in the RFP and additional information provided by the City following award of the project to familiarize as to the level of analysis performed on the pump station. Consultant will check the completeness of the information based on their understanding of the site and will identify if additional utility research or potholing will be required. Consultant will assess the accuracy of the mapped information based on as-builts and the topographic field survey. Consultant will visit and verify the field conditions. Consultant will visually inspect manholes, structures, panels, pipes, cleanouts, etc., and take photos or videos of selected structures. Subtask 2.2 – Topographic Field Survey Consultant will provide the field work to prepare a Topographic Survey for the project. The topographic survey will be comprised of the following: Field Survey: Consultant will conduct a topographic survey utilizing traditional ground surveying methods to complete detailed topographic mapping at the proposed pump station location, assumed to be an area approximately 200 feet by 300 feet. The survey will include, but not be limited to, general topography, building corners, trees, paths, edge of roadway, curbs, and gutters, and any visible infrastructure such as drainage improvements, sanitary sewer, water, utility poles and overhead utilities. Accessible gravity utilities along the frontages and within the site will be opened and “dipped” to obtain pipe size, direction, and invert elevation. The City will provide GIS as-built information to the design team. Consultant will assume that because the pump house will be replaced, no survey is required inside of the existing building. ATTY/AGR.2023.241/BKF Engineers (Price Tract Pump Station Design) (Page 13 of 54)