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- Overexcavation limits and depths across the site <br />- Cut/Fill transition system <br />- Modulus of subgrade reaction <br />- Driven pile or drilled pier system <br />• Anticipated total and differential settlements for the foundation systems <br />• Recommendations for mitigation of slope instability or landslides <br />• Recommendations for ground improvements or other measures for liquefaction -related issues <br />• Recommendations for support of slabs -on -grade <br />• Recommendations for lateral load resistance (including basement wall design) <br />• Recommendations for site preparation, earthwork, and fill compaction specifications <br />• Discussion of anticipated excavation (cut stability, groundwater) conditions <br />• Recommendations for excavation stabilization, including hydrostatic design, tie -back walls and shoring <br />systems <br />• Recommendations for flexible and rigid pavements <br />• Recommendations for underground utility trench backfill <br />• OSHA classification of soils for stability during temporary trench excavations <br />Construction Inspection Services <br />Testing and inspection services are performed during the construction phase of the project and generally <br />include services involving grading, testing of soils, soils compaction, aggregate base material, concrete, <br />masonry, asphalt concrete, structural steel, reinforcing steel, paint thickness, and other quality assurance <br />services as needed. Scope and fee estimates are based on project plans, specifications, and <br />construction schedule. <br />Project Schedule <br />If selected, we anticipate beginning our typical field exploration services within 3 days following notice - <br />to -proceed, subject to equipment availability. Depending on the type of project, we typically anticipate <br />issuing our draft report within 3 to 4 weeks following completion of our field work. If needed, we can <br />provide preliminary information as it is developed to allow for the design team to expedite work. <br />Project Correspondenc( <br />Project correspondence is documented and retained in Kleinfelder project files. Correspondence may <br />include letters, emails, or documentation of telephone calls between members of the project team. <br />Correspondence between Kleinfelder and the City can be provided as requested based on project <br />requirements. <br />Qualitv Assurance and Qualitv Control Plan <br />An important aspect of Kleinfelder's ability to provide reliable service is in our proactive Quality Control <br />and Quality Assurance (QA/QC) Program. Kleinfelder's system of quality control involves every step in <br />the preparation of proposals, sampling plans, and project deliverables. <br />Oversight of technical and quality control activities is provided through Kleinfelder's Quality Assurance <br />Program. Through oversight, surveillance, and audits, Kleinfelder verifies that activities are conducted by <br />trained and qualified personnel, that testing equipment is calibrated and traceable, and that work <br />processes are conducted in accordance with industry standard processes and procedures Quality <br />assurance personnel are independent of the work being performed and provide objective <br />verification that project quality standards are being maintained. <br />LK ElNFELDER <br />ghl Peop,e. High, SWl';.n City of Santa Ana On -Call Professional Engineering Services - RFP No. 23-1231 Page 24 <br />