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City of Pleasanton <br /> Phase 1A Recycled Water Distribution System Design Final Draft <br /> If the trenchless alternative is selected by the City, the Consultant shall perform additional <br /> geotechnical and design analyses to develop a trenchless crossing design for the 16" recycled <br /> water pipeline beneath the Arroyo Mocho at Hacienda Drive. <br /> Consultant shall prepare additional contract specifications and drawings necessary for the <br /> selected trenchless method. <br /> Consultant's surveying subconsultant shall perform supplemental ground topographic surveys <br /> along the trenchless alignment corridor not within existing City road right-of-way. Supplemental <br /> data will be integrated into the base mapping files. <br /> Consultant's surveying subconsultant shall prepare proposed permanent and temporary <br /> construction easement plats and legal descriptions for up to two proposed easements, which may <br /> be required for the Arroyo Mocho crossing at Hacienda Drive. <br /> Consultant's geotechnical engineering sub consultant shall conduct a geotechnical investigation <br /> for a trenchless crossing of Arroyo Mocho,including: <br /> • Obtaining drilling permits necessary for the geotechnical boring from Zone 7 and any other <br /> applicable agencies. <br /> • Providing required traffic control during the field investigations <br /> • Performing field investigations and performing up to 2 borings at up to 30 feet deep on each <br /> side of the anticipated trenchless crossing of the Arroyo Mocho at Hacienda Dr. <br /> • Preparing samples from the borings and conducting laboratory testing on soil samples to <br /> determine engineering properties, specifically related to shaft construction and the tunneling <br /> method. <br /> • Sharing soil samples from each boring for corrosivity laboratory analyses by Consultant's <br /> corrosion engineering subconsultant <br /> • Preparing geologic plan and profile sketches of trenchless alignment beneath the Arroyo <br /> Mocho,to be included in the Design Report <br /> • Preparing selected trenchless methodology site layout to demonstrate adequate staging areas <br /> are available for the construction operation,to be included in the Design Report <br /> • Preparing preliminary construction cost estimate for the trenchless crossing, to be included in <br /> the Design Report <br /> • Preparing pipe stress and hydrofracture analysis for the proposed trenchless crossing, to be <br /> included in the Design Report <br /> • Prepare 50%, 95% and final plan, profile and detail drawings for proposed trenchless <br /> crossing,to be included in the appropriate deliverable described under Task 5 <br /> • Trenchless crossing design criteria. <br /> Task 9B Assumptions: <br /> • Up to two draft and final plat and legal descriptions for one permanent and one temporary <br /> construction easement for the crossing of the Arroyo Mocho(.pdf file and one hardcopy) <br /> • The scope and fee are based on the horizontal directional drilling (HDD) method of <br /> trenchless construction. <br /> • The fee shown for this optional task in Exhibit B represents the net change in fee and includes <br /> reductions in level of effort from the base scope of services. The trenchless alternative is <br /> shorter, resulting in fewer drawings and eliminates the Arroyo Mocho bridge crossing <br /> assessment and design at Hopyard Road <br /> Scope of Work Revs Page 16 of 17 <br /> August 20,2014 <br />