Geotechnical. 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.
Geotechnical. CMARE to obtain all Geotechnical surveys as required by the authority having jurisdiction.
Geotechnical. The Consultant, through its subconsultant (CMJ Engineering), will provide geotechnical services as follows:
Geotechnical. 1.1.1 Mobilization and demobilization, per mobilization each $ 450.00
1.1.1.1 Drill truck, water truck and crew mile $ 8.00
Geotechnical. A preliminary geotechnical report, shall be submitted as part of this proposal response. Significant areas of unsuitable soil, rock or ground water should be identified.
Geotechnical. Assume 18 borings, including one in I-8 near the proposed crossing. This work will include separate geotechnical reports for the open cut sections of piping and the trenchless crossing.
3.5.1.1 Open-Trench (cut-and-cover): The number and spacing of exploratory borings will be finalized during design. For the open-trench pipeline reaches, a truck-mounted, small-diameter, hollow-stem auger drill rig is proposed to advance borings to the target depths, however, an air-rotary or air-percussion drill rig may be substituted if effective refusal is encountered during auger drilling.
Geotechnical. Provide design input for needed geotechnical engineering services to determine soil conditions at the project site and to develop information concerning foundation and pavement designs and construction recommendations for improvements included in the Project. Receive and review the geotechnical engineering report for design recommendations of paving, flatwork, and structural project needs. Refer to Exhibit B for detailed geotechnical scope of services.
Geotechnical. Supplement 4 4 1 At the same time as subsequent Submittal of the associated design DR 416.
Geotechnical. The Development is located within the area identified in the General Plan as Sensitive Lands. As such, the Developer must comply with all provision of City Code, Title 10 Zoning Regulations, Chapter 14 Sensitive Lands Development Regulations.
Geotechnical. The Engineer shall perform geotechnical engineering services that include specified Geotechnical Field Operation, Testing Program and Engineering Analysis for buildings and related foundation investigations as described below:
