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<br />prepared by Engineer and/or its subconsultants,' contractors, and subcontractors in <br />connection with this Agreement will not diminish Engineer's responsibility for the materials. <br /> <br />1.1.4 Engineer will perform all of its services in coordination with the City. The Engineer <br />will advise the City of data and information the Engineer needs to perform its services, and <br />the Engineer will meet with City representatives at mutually convenient times to assemble <br />this data and information. <br /> <br />1.2 PHASE 1 - PRELIMINARY <br /> <br />The Engineer will: <br /> <br />Preliminary Engineering Report <br /> <br />1.2.1 Gather available information on the Project area and wastewater line alignments <br />including, but not limited to the following: <br /> <br />(a) The City's Wastewater Master Plan, land use data, and design criteria. <br />(b) Existing utility system maps (water, wastewater, telephone, gas, <br />electric and cable). <br />(c) Existing digital topography. <br />(d) Existing City and TxDOT construction plans and right-of-way maps. <br />(e) Existing easement maps and documents. <br />(f) TxDOT and railroad bore permit requirements. <br />(g) Natural and cultural resource information (floodplain, wetlands, <br />endangered species, historical sites inventory) <br /> <br />1.2.2 Define Project service areas (Sink Creek Basin, Lion's Park, and Sessom Drive at <br />Loop 82). <br /> <br />1.2.3 Compile information into a digital base map on the computer. <br /> <br />1.2.4 Analyze the current and projected wastewater demands in the study area. <br /> <br />1.2.5 Conduct a preliminary field survey of potential alignments to verify information on <br />base map. <br /> <br />1.2.6 Develop preliminary line sizing and alignment recommendations for collection <br />improvements to serve the Sink Creek Basin from the Loop 82 Lift Station to the existing <br />interceptor on the east side of IH-35, service from Lion's Park to the proposed Sink Creek <br />Interceptor, and line to relieve Sessom Drive gravity sewer with river crossing. <br /> <br />1.2.7 Evaluate various pipe materials for speed of construction and initial and life cycle <br />costs. <br /> <br />2 <br />