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of written materials prepared by the Engineer and/or its subconsultants, contractors, and subcontractors in connection with this Agreement will not diminish the Engineer' s responsibility for the materials. 1.1.6 Engineer will perform all of its services in coordination with the City. The Engineer will advise the City of data and information the Engineer needs to perform its services, and the Engineer will meet with City representatives at mutually convenient times to assemble this data and information. 1.1.7 Assemble a Project team comprised of the City's representatives and the Engineer's representatives. The Engineer will meet with the Project team to set the design and production schedule and parameters for all subsequent work, to verify the components within which all Project participants must perform, and to identify all parties and significant deadlines involved in the comprehensive schedule strategy. Based on this information, the Engineer will prepare a detailed schedule of its work for the Project addressing each component of the work to be done, indicating the points of involvement of all project participants. The Engineer will conduct monthly progress meetings between the Project team and the Contractor once the construction contract is executed. DESIGN PHASE SERVICES 1.2 Task 1 - Field Survey The Engineer will: 1.2.1 Obtain a field topographic survey necessary to complete the design of the proposed improvements which will be based on the Texas State Grid Coordinate System. Engineer will collect data with real-time kinematic ("RTK") dual fi:equency GPS receivers and will have horizontal accuracy of 0.05 feet and vertical accuracy of 0.10 feet. 1.2.2 Prepare the survey so that it covers the proposed alignment with a width of 50 feet (25 feet on either side of the centerline) and ties all visible topographic features, including but not limited to existing property and easement comers, mail boxes, meter boxes, valv~e stems, utilities and appurtenances, roadways, back of curbs, lip of gutters, sidewalks, driveways, landscape features, structures, railroads, and trees 6 inches in diameter and greater. The Engineer will utilize the existing 2 foot Capital Area Planning Council ("CAPCO") contours as provided by the City. 1.3 Task 2 - Geotechnical Investigations The Engineer will: 1,3.1 Obtain and review the results of a geotechnical investigation of the subsurface conditions of the Project site. The subsurface investigation will include eight subsurface borings carded to a total depth of 10 feet and two borings to a total depth of 20 feet.