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. , the I -680 NB Bernal on -ramp but that no widening of the embankment or the bridge at the Arroyo will be <br /> necessary. Per Caltrans standards, the BKF Project Team will provide a Geotechnical Design and Materials <br /> B K F Report. The scope of work for the geotechnical investigative work, analysis and reporting is as follows: <br /> The BKF Project Team will review readily available geologic and soil literature in the vicinity of the Project <br /> site including review of as -built drawings and existing Log Of Test Borings prior to performing any field <br /> exploration. <br /> Permits /USA Clearances: The BKF Project Team will comply with local permit requirements and will field <br /> locate the borings and call for USA clearance. <br /> Field Exploration: For the proposed pavement widening, The BKF Project Team will drill and collect R- <br /> value samples from five locations along the ramp and the roadway. For the 1000 feet of retaining wall, <br /> we will drill up to 3 borings to 30' depth. The sampling will be performed in the dirt shoulder area and no <br /> pavement coring is included. The boring locations will depend upon the available access and overhead <br /> and underground utilities. Traffic control is not anticipated at this time. <br /> Laboratory Testing: The BKF Project Team will perform R -value tests on three (3) bulk samples. In <br /> addition tests such as unconfined compression, Atterberg limits and gradation will be performed. <br /> Soils Analysis /Evaluation: The BKF Project Team will perform engineering analyses and develop design <br /> recommendations for the proposed pavement sections. We will use the Traffic Index provided by the <br /> client. Standard Caltrans retaining wall recommendations will be provided for the proposed retaining <br /> wall. <br /> Draft Geotechnical Report: The BKF Project Team will prepare preliminary recommendations for the <br /> proposed pavement section and geotechnical recommendations for the Caltrans standard wall design. <br /> Final Geotechnical Design and Materials Report: The BKF Project Team will prepare a detailed report <br /> which incorporates the comments on the Draft Geotechnical Report and includes final design <br /> recommendations for the proposed pavement and retaining wall. <br /> Site Investigation Report Investigations <br /> In accordance with Caltrans standard requirements, Aerially Deposited Lead (ADL) testing will be <br /> required for work within the State right of way. The BKF Project Team will prepare a work plan and <br /> Health and Safety Plan for CALTRANS' review and approval. The work plan will identify the required <br /> borings for ADL testing. Field investigations will include drilling the approved borings and collecting soil <br /> samples for ADL testing using EPA Test Method 6010 and PH using EPA Test Method 9045. The results <br /> of the testing and analysis will be summarized in a Site Investigation Report to be used by for Project <br /> design and submitted to Caltrans for approval. <br /> Deliverables: <br /> Base Sheets Site Investigation Report and Workplan <br /> Supplemented Survey Data Draft Geotechnical Report <br /> Traffic Operations Report Final Geotechnical Design and Materials Report <br /> CEQA Categorical Exemption NEPA Categorical Exclusion <br /> Task 3 Geometric and Concept Design Development— Duration 1.5 month concurrent with Task 2 <br /> Upon completing the review of available documentation and obtaining initial traffic operations analysis <br /> results, BKF will initiate the geometric refinement process by evaluating the geometric design that would <br /> satisfy the Project's need and purpose. For the preliminary design, the development of the geometry and <br /> profile of a project is not just a check of horizontal and vertical conforms. Setting the geometry properly <br /> can minimize costly project impacts. Many sensitive components to cost and schedule involve right of <br /> way requirements, magnitude of utility relocations, grade differentials at conforms, impacts to structures, <br /> effects to adjacent roads and environmental impacts. The geometric design will be developed with <br /> sufficient detail to describe the existing and proposed project elements. It is essential that the geometric <br /> drawings produce a design that minimize right of way, cost and time consequences and meet Caltrans' <br />