Geotechnical Investigation. Perform in accordance with the City Design Manual and other City requirements as designated in writing by the Director.
Geotechnical Investigation. Identifiable Soil Borings and Reports and testing costs approved by the Project Manager.
Geotechnical Investigation. Provide the following geotechnical services through Subconsultant contract with American Engineering Testing Inc. Geotechnical report will be included in the bid documents.
Geotechnical Investigation. Engineer shall perform the following tasks:
Geotechnical Investigation. A. Perform in accordance with the District’s Geotechnical Investigation Guidelines and other District requirements.
Geotechnical Investigation. The CONSULTANT shall coordinate with the DEPARTMENT's geotechnical staff regarding Project requirements, review of existing geotechnical data, and need for additional data. The CONSULTANT will review the US Department of Agriculture soil data, Geological Survey, and Natural Resource Conservation Service (NCRS) maps, US Coast and Geodetic Survey (USGS) maps, and summarize the findings. The CONSULTANT will perform a review of previously completed geotechnical surveys and compile available boring data from previous projects within the project limits. The CONSULTANT will perform field reconnaissance of the Project area to determine conditions that may affect development of Project alternatives. The CONSULTANT will prepare a Geotechnical Technical Memorandum summarizing the geotechnical investigation that will be used to facilitate the data for final design.
Geotechnical Investigation. Identifiable soil borings and reports, and testing costs approved by the Project Manager.
Geotechnical Investigation. Perform geotechnical and environmental investigations and prepare reports that comply with City of San Diego, Guidelines for Geotechnical Reports (Development Services, 2011) as appropriate for the Morena Pump Station, WW Force main and Brine conveyance pipeline and 36 inch and 16 inch water main. Geotechnical services shall include soil borings necessary to observe, test, classify soils, and monitor groundwater. The number, spacing, apd depth of the soil borings shall be determined by the CONSULTANT' s qualified geotechnical engineer or engineering geologist, and shall consider the various construction methods that may be utilized (open cut, horizontal directional drill, micro- tunnel, auger bore, tunnel boring machine (TBM) etc.). For work within Caltrans Right of Way (ROW) the minimum requirements as stated in Caltrans guidelines shall apply. The CONSULTANT's anticipated required numbers of borings are shown on Table 5. Prior to any soil boring or ground disturbance, appropriate environmental clearance shall be required. All efforts will be made to designate borings in developed areas, however, in Design of Morena Pump Station June 20, 2016 And Conveyance Pipelines (HI66635) A-13 EXHIBIT A the event this is not feasible and should it be determined that environmental clearances are required, CONSULTANT will develop a supplemental scope and budget to perform the processes and submittals outlined for ministerial approval (Process One) in the City's Information Bulletin 511 "Public Projects Site Reconnaissance and Testing" or other environmental clearance process as directed by the CITY. The CONSULTANT shall notify Underground Service Alert (USA) and request utilities xxxx-outs prior to advancing borings. CONSULTANT shall not be responsible for damage to utilities·that are not properly marked out by USA. The CONSULTANT will perform borings in the public ROW or other city owned land. Monitoring xxxxx and/or piezometers will not be installed in CONSULTANT's borings located in the ROW. Should it be determined that monitoring xxxxx are required in the ROW, CONSULTANT will develop a supplemental scope and budget to perform this work. The CITY will provide access to the Morena Pump Station property as required for CONSULTANT's borings and monitoring xxxxx. Should it be determined that groundwater from CONSULTANT's monitoring xxxxx would require treatment prior to discharge to the city storm sewer, CONSULTANT will develop a supplemental scope and budget to perform...
Geotechnical Investigation. WSP and our Subconsultant will perform the geotechnical data collection and geotechnical report. Results/Deliverables • Geotechnical data collection and analysis • Geotechnical Report as outlined by INDOT Geotechnical Design Manual. • Geotechnical Review of Final Tracings submittal The West Lafayette Happy Hollow Neighborhood Trail project (Des No. 1401288) involves construction of new trail with less than 3 ft of cut or fill anticipated for the approximately 2,250 linear feet of trail, a 400-foot long MSE wall up to 8 feet high. The project requires a geotechnical investigation in accordance with the INDOT Geotechnical Design Manual. The field investigation is anticipated to consist of the following elements: • Borings=(7) performed with ATV drill rig o 3 borings to 10-foot depth for trail spaced at approximately up to 1000 feet maximum spacing o 4 borings to 25-f00t depth for MSE wall spaced at 100 foot • Sampling program to include semi-continuous split spoon sampling to 10 feet and sampling at 5 foot intervals thereafter, and up to 7 Shelby tube samples; and bulk sample for Xxxxxxx testing • 24-hour water levels Activities • Geotechnical Scoping Meeting with INDOT Office of Geotechnical Services (OGS) to coordinate geotechnical investigation, including selection of boring locations with INDOT OGS. • Coordinate Indiana 811 (formerly Indiana Underground Plant Protection Service) for underground utility locate service requests at and around test boring locations. • Provide traffic control to perform borings. • Perform laboratory testing on soil samples including classification tests, moisture content, organic content (if applicable) by loss on ignition, unconfined compression strength, and Standard Xxxxxxx. • Develop geotechnical report including regional geology, boring logs, discussion of findings, and geotechnical recommendations for trail construction, and MSE wall design. Items Specifically Not Included • Tree Clearing • Structure Borings • Culvert Borings WSP USA Inc. Confidential West Lafayette- Happy Hollow Neighborhood Trail (Des. 1401288) PROJECT NO.: DESCRIPTION: 35687H Happy Hollow Neighborhood Trail DES. NO.: 1401288 Description DBE? Original Fee Section 1: Topographic Survey Data Collection N- TBIRD $19,500 Lump Sum Section 2: Environmental Document Preparation Y- NS $19,645 NTE Section 3: Roadway Design $82,807 Hourly NTE Section 4: Geotechnical Investigation $23,536 NTE Section 5: Right of Way Engineering- Supplement Req'd. $0 Section 6: L...
Geotechnical Investigation. (B12.1.5) The geotechnical report is available for viewing at the offices of the Principal Agent Yes
