GEOTECHNICAL INVESTIGATION/REPORT. 1. A-E, as directed by County, may be required to prepare geotechnical reports in support of the design of roadway and bikeway improvements.
GEOTECHNICAL INVESTIGATION/REPORT. Re: Lots 2 to 6 and Lots 16 to 18 on Plan 12M-645 as shown on Schedule D The Purchasers of the above Lot(s) hereby acknowledge review of the Geotechnical Investigation Report prepared by Xxxx Xxxxxx Xxxxxxx and dated April 7, 2016, which report is available on the City’s website: xxxx://xxx.xxxxxxxxxxx.xx/residents/Property/Property-for-Sale/current- properties-for-sale/Documents/Geotechnical%20Report.pdf The Purchaser acknowledges that Lots 2 to 6 and Lots 16 to 18 on Plan 12M-645 are situate on disturbed soil resulting from the former water treatment plant demolition. Foundations constructed on these Lots are required to be designed by a Professional Engineer.
GEOTECHNICAL INVESTIGATION/REPORT. A-E, as directed by County, may be required to prepare geotechnical reports in accordance with the “Foundation Report” section of the Caltrans OSFP Information and Procedures Guide.
GEOTECHNICAL INVESTIGATION/REPORT. The Geotechnical Investigation Report will be prepared describing the results of the investigation, with specific recommendations as to foundation design and construction. The report will be prepared and signed by an engineer licensed in the State of Mississippi with a minimum of 10 years experience in the practice of geotechnical engineering. The report will contain the following:
GEOTECHNICAL INVESTIGATION/REPORT. 1.6.2.1. Draft – 1 hard copy and electronic pdf format
GEOTECHNICAL INVESTIGATION/REPORT. 24 The A/E, as directed by the COUNTY, may be required to prepare 25 geotechnical reports in accordance with the “Foundation Report” section 26 of the Caltrans OSFP Information and Procedures Guide.
GEOTECHNICAL INVESTIGATION/REPORT. We will perform engineering analysis to develop recommendations for design and construction of the proposed parkway improvements and soil nail walls. We will also review our previous slope stability analyses (ref. 5) with regard to the soil data collected during our current investigation. If we will re-evaluate our previous analyses using revised parameters, if appropriate. Following our analysis, we will prepare a geotechnical report, including boring location maps, generalized cross where appropriate, logs of the test borings, laboratory testing data, and geotechnical recommendations. The geotechnical recommendations contained in the report will include, but not be limited to: Design criteria for bathroom structure foundation at Pleasure Point Park; Design criteria for soil nail walls and beach stairway foundations; Design criteria for Mechanically Stabilized Earth (MSE) build-outs; Active and passive earth pressures; Expansivecollapsible soil potential; Soil corrosion potential; Site preparation, grading and quality; and Flexible and pavement design. 35 XXXXXXX b ASSOCIATES GEOSTRUCTURAL ENGINEERING I N T E G R A T I N G E A R T H S T R U C T U R E Joel La - Department of Public Works Proposal No. SE99-033 SC-PW Task 8 February 7,2008 0229 A draft copy of the geotechnical investigation report will be submitted for review and comment before Deliverables: Five (5) copies of final geotechnical investigation report and one PDF Total Task 2 Estimated Fee: $39,900 (includes drill rig rental, traffic control, lab testing) Task 3 - Update Conceptual Drawings We will update and revise the conceptual drawings (ref. 1) for submittal to CCC for the purpose of obtaining the CDP. Based on discussions with the County, we expect the revisions will be relatively minor, and will consist of adding the proposed stairway layout at The Hook and indicating the special conditions listed in CCC staff report (ref. will be addressed on the design drawings. Deliverables: Five (5) bound sets of (ASTM D) plan sets and one electronic PDF file. Total Task 3 Estimated Fee: $6.500 Task 4 - Geostructural Analysis and Design SAGE will perform geostructural analyses and design for the following scope items in accordance with commonly accepted engineering practice, and with applicable governing County and state codes:
GEOTECHNICAL INVESTIGATION/REPORT. Re: Lots 1 to 6 and Lots 15 to 20 on a draft Plan of Subdivision to be registered as shown at Schedule D The Purchasers of the above Lot(s) hereby acknowledge review of the Geotechnical Investigation Report prepared by Amec Xxxxxx Xxxxxxx and dated April 7, 2016, which report is available on the City’s website: xxxx://xxx.xxxxxxxxxxx.xx/residents/Property/Property-for-Sale/current- properties-for-sale/Documents/Geotechnical%20Report.pdf The Purchaser acknowledges that Lots 1 to 6 and Lots 15 to 20 on the draft Plan of Subdivision are situate on disturbed soil resulting from the former water treatment plant demolition. Foundations constructed on these Lots are required to be designed by a Professional Engineer. The Purchaser further acknowledges that the Vendor highly recommends the Purchaser discuss the results of the Geotechnical Investigation Report with a Professional Engineer prior to submitting any offer to purchase. Schedule K Peche Island Shores – Phase II RE: XXX 0
GEOTECHNICAL INVESTIGATION/REPORT. Following completion of the geotechnical investigation and engineering analyses, the A-E will prepare a detailed Phase D geotechnical report summarizing the geological, hydrogeological and slope stability findings, the results of the engineering analyses and recommendations for the Phase D design. The level of data synthesis and investigation will be sufficient to provide the San Diego Regional Water Quality Board the information required to determine consistency with or prepare updated Waste Discharge Requirements (WDRs). Coordination with and response to comments from the RWQCB are not included in this scope. At a minimum, the geotechnical report will include the following: Description of field investigation methods. Discussion of findings, including an interpretation of geologic conditions and any changes (with rationale) to the interpretations made in previous studies. Geologic logs of all test pits and trenches. Geologic logs of all exploratory boreholes. Construction logs of all piezometers. A geologic map and cross sections that show geologic units, stratigraphy, and all identified structural features (e.g., landslides, faults, joints) and their orientations. Geotechnical test results. Groundwater equipotential map. Result of the seismic hazards analysis. Results of slope stability analyses. Recommendations for Phase D development, including slope grading, landslide mitigation, dewatering, or other slope stabilization methods. The Geotechnical Report will be prepared by the project Engineering Geologists and Geotechnical Engineers and will describe all field and laboratory investigation methods and results. The site stratigraphy, structural geology, engineering conditions, and groundwater conditions will be described in sufficient detail to support the Phase D design. Slope stability modeling procedures, input parameter values, and assumptions will be described in detail, and the results will be presented in a format that references critical slope geometries. Whenever required, an analysis of mitigative solutions that ensure interim and permanent stability of landfill slopes will also be presented. Prior to submittal of any work product to OC Waste & Recycling, the A-E will provide comprehensive senior peer review of all deliverable technical documents. Task 2 Deliverables: Phase D Geotechnical Investigation Report
GEOTECHNICAL INVESTIGATION/REPORT. 11.2.1. When a geotechnical report is available, Contractor must review all geotechnical data provided and determine whether additional data or services are necessary to complete the Work. Such services include, without limitation, test borings, test pits, soil bearing values, percolation tests, water pollution and other environmental tests, ground corrosion and resistivity tests, and other necessary operations determining subsoil, air, and water conditions with reports and appropriate professional interpretations and recommendations thereof. Any information obtained from the geotechnical report made available by Judicial Council is approximate only, is not guaranteed, does not form a part of the Contract, and Contractor may not rely thereon.
