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02 1 Scope of Services and Schedule <br />Based on our review of the City's RFP, we understand that our services will include as -requested geotechnical <br />engineering services for various types of projects located throughout the City of Santa Ana. The RFP <br />indicates that the projects may include street pavement, traffic signals, underground utilities, buildings and <br />park improvements. The anticipated scope of work includes inspection and testing for construction involving <br />grading, soils, base material, reinforced concrete and masonry, asphalt concrete, structural steel, and <br />painting. Ninyo & Moore can provide the anticipated services in the RFP. Our services will be performed <br />in accordance with applicable laws of the State of California and the requirements of the City of Santa <br />Ana guidelines and ordinances, OSHA Construction Industry Standards, California Code of Regulations, <br />South Coast Air Quality Management District Regulations, and other applicable codes. Testing will be per- <br />formed in accordance with the latest addition of the Standard Specifications for Public Works Construction <br />("Green book"), Caltrans, ASTM and applicable standard test methods. <br />We have included a scope of services for soils and materials testing and special inspections. Site specific <br />scopes of work will be developed for each specific project assignment. Example scopes are provided below. <br />t-y - <br />• Project coordination, including meeting with the representatives of the Agency and their design team to <br />discuss our scope of work. <br />• Review of preliminary project plans, geologic and seismic hazard maps, and readily available <br />geotechnical reports to evaluate possible geologic hazards that may impact the proposed construction. <br />• Acquisition of permits necessary to proceed with our subsurface evaluation. <br />• Geotechnical site reconnaissance to document the site conditions and to select and mark the proposed <br />excavation locations for underground utility location. <br />• Drilling, sampling, and logging of small -diameter and/or large -diameter exploratory borings and/or <br />excavation of exploratory test pits. The depths of the excavations will depend on the details of the <br />proposed project and site location. Traffic control will be performed, as appropriate, in general <br />accordance with the W.A.T.C.H. manual. <br />• Laboratory testing of representative soil samples to evaluate the soil characteristics. Laboratory testing <br />may include in -situ moisture and dry density, gradation, maximum density and optimum moisture <br />content, consolidation and expansion potential, expansion index, consolidation, shear strength, <br />corrosivity and sulfate content, and R-value testing. <br />• Data compilation and geotechnical analysis of field and laboratory data. Our analyses will address the <br />following: <br />• Suitability of the site for the proposed construction from a geotechnical perspective. <br />• Description of the site geology and on -site soils anticipated during construction, including an <br />evaluation of geologic hazards that might be present at the site. <br />• Evaluation of slope stability under static and seismic conditions. <br />• Excavation and compaction requirements, including suitability of the on -site soils for use as fill and/ <br />or trench backfill. <br />• Analysis of the temporary stability of the trench excavations and shoring pressures, including <br />allowable lateral earth pressures and allowable passive pressures for proposed trenches, as <br />appropriate. <br />• Evaluation of the depth to the groundwater table and potential areas of dewatering, as appropriate. <br />• Evaluation of potential settlement. <br />• Evaluation of the potential for liquefaction. <br />• Evaluation of the corrosion potential of the on -site soils. <br />• Evaluation of pavement design for the proposed roadway sections, as applicable. <br />Ninyo & Moore I City of Santa Ana On -Call Geotechnical Engineering RFP No. 23-123 1 PO4-04193 I August 28, 2023 8 <br />