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. Terracon will be performing the geotechnical investigations. Preparatory work will include coordinating access, and security requirements; reviewing available geotechnical information; conducting site reconnaissance of existing conditions; and obtaining Blue‐Stake utility clearances for field borings. The geotechnical consultant shall drill and sample sufficient test borings to adequately determine pavement and subsoil conditions and provide samples for laboratory testing. Drill approximately 20 ‐ 35 borings along the new fence line alignment, approximately ten feet below existing ground surface, or auger refusal, whichever comes first. Laboratory Analysis: Conduct sufficient laboratory tests to properly classify soils encountered and provide data for engineering design, including: Grain Size Analysis Plasticity Index Moisture Density Relations CBR In‐place Density Moisture Content Geotechnical Report: Analyze the data obtained from field and laboratory testing and prepare a draft and final report presenting all data obtained, including individual Log of Test Borings, Tabulation of Test Data and recommendations including the following: Existing subgrade conditions. Groundwater conditions, if any, to the depths which will influence design and/or construction of the proposed development. Special attention will be placed on identification of soft, wet subsoils that could affect the structural section design. Swell potential of in‐situ and compacted soils and recommendations for control if highly expansive. Suitability of site soils for use as compacted fill and preferred earthwork methods, including clearing, stripping, excavation and construction of engineered fill. Local excavation and trenching conditions and stability considerations. Discussion of CBR’s.
Geotechnical. Supplement 4 4 1 At the same time as subsequent Submittal of the associated design DR 416.3.2 As-Built Geotechnical Engineering Report 4 4 1 As part of the Record Drawing Submittal DR 416.3.2 Instrumentation Plan 4 4 1 As part of the Geotechnical Engineering Report(s) DR 416.3.3.2 *Levels of Review 1. Sole discretion or absolute discretion approval (Section 3.1.3.1 of the Agreement) 2. Good faith discretion approval (Section 3.1.3.2 of the Agreement) 3. Reasonableness approval (Section 3.1.4.2 of the Agreement) 4. Review and comment (Section 3.1.5 of the Agreement) 5. Submit/receive and file or comment/no hold point (Section 3.1.6 of the Agreement)
Geotechnical. Perform a geotechnical investigation to facilitate design of the proposed mains and construction of the Project. Our subconsultant for the geotechnical investigation services during design is Antillian Engineering Associates (Antillian). For geotechnical services for construction materials testing refer to Task 7 Construction Administration and CPWC’s proposal. Field Investigation: Before initiating the drilling program, Antillian will conduct a site reconnaissance to verify access for the drilling equipment and stake the boring locations for underground utility location and marking in accordance with Florida statutes. Coordinate with representatives of the utility companies as needed to confirm and mark the locations of underground service facilities. Perform eighteen (18) soil-test borings to ten (10) feet and four (4) to thirty (30) feet. Drill the borings by hand-auger as needed to avoid possibly unmarked utilities, then by continuous split-spoon sampling and mud-rotary drilling methods. Tests would be conducted continuously from the bottom of the hand-auger interval to ten feet, and then at five- foot intervals to the indicated completion depths as needed. Conduct the Standard Penetration Test (SPT) with each split-spoon sample in accordance with ASTM D 1586. Provide nine (9) full- depth pavement cores to determine the functional and structural conditions of the pavement for restoration. Soils penetrated during the drilling operations would be logged in the field. If unusual odors are noticed during drilling, it will be documented and reported to the City. Representative samples will be collected and sealed for testing. The groundwater level encountered in each borehole will be measured and recorded on the field logs. At the completion of the drilling program, the ten (10) foot deep borings would be backfilled to the ground surface with soil and drill cuttings and the thirty (30) foot borings will be grout filled. The pavement-core holes will be backfilled with tamped, cold-patch asphalt. Boring identification stakes will be left in place near the completed boreholes for design survey by BFA. The surface elevations of the bore holes will be included in the design survey. Laboratory Testing: A geotechnical engineer will examine the recovered soil samples to confirm the descriptions on the field logs and classify the soils visually. The engineer will select representative specimens for testing, which will consist of 48 percent-fines tests, two (2) organ...
Geotechnical. Hecate Energy will engage a local firm for geotechnical services as relevant for any ground mounted projects. Hecate Energy has selected and intends to contract with Aesco for these services. • Aesco o Geotechnical services and civil engineering o City of Los Angeles Certifications: ▪ Women-Owned Business Enterprise ▪ Disadvantaged Business Enterprise ▪ Emerging Business Enterprise ▪ Small Business Enterprise o AESCO, founded in 1993, has experience in a wide variety of projects involving design of street improvement projects, geotechnical engineering and inspection services. o AESCO clients include LADWP, the City of Costa Mesa, the City of Inglewood, the City of Long Beach Water Department, the City of Diamond Bar, the City of Lakewood, the City of Huntington Beach, the City of Lynwood, the City of Riverside, the City of Buena Park, Metropolitan Transit Authority (MTA), and Orange County Transportation Authority.
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. 1.1.1 Mobilization and demobilization, per mobilization each $ 450.00
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:
Geotechnical. The geotechnical SUBCONSULTANT shall conduct additional geotechnical analysis required for retaining wall and utility pole foundation design as outlined in the recommendations of the technical memorandum and in accordance with the detailed scope of services included as an attachment to this scope of services. Coordination between the CONSULTANT and the geotechnical and structural SUBCONSULTANTs for the geotechnical investigation and retaining wall and pole foundation design is required. Supplement No. 1 Fee Estimate SR 104/40TH PL SE ROUNDABOUT Plans, Specifications, and Estimates KAH MLM MJS DLH JAB Sr. Engr Task Anticipated Work Tasks PM Sr. Engr Tech Engr I Admin Hours Task Cost CADD $263.50 $189.50 $173.50 $112.50 $129.00 Task 1.0 PROJECT MANAGEMENT AND QUALITY CONTROL 148 0 0 0 24 172 $42,094.00 Task 1.1 Project Management 48 12 60 $14,196.00 Task 1.2 Monthly Progress Reports and Invoices 12 12 24 $4,710.00 Task 1.3 Progress Meetings 48 48 $12,648.00 Task 1.4 Quality Control/Quality Assurance 40 40 $10,540.00 Task 2.0 DATA COLLECTION AND SURVEY 6 0 12 0 0 18 $3,663.00 Task 2.5 Site Visits to Obtain Additional Information 1 1 2 $437.00 Task 2.6 Obtain Topographical Survey 1 2 3 $610.50 Task 2.7 Right-of-Way Acquisition Support 2 4 6 $1,221.00 Task 2.8 Staking - Proposed Utility Poles 1 1 2 $437.00 Task 2.9 Staking - Proposed Project Features 1 4 5 $957.50 TASK 3.0 WSDOT APPROVALS/PRELIMINARY DESIGN (30%) 4 0 4 12 0 20 $3,098.00 Task 3.4 WSDOT Channelization Plan for Approval - DD 4 4 12 20 $3,098.00 TASK 4.0 ENVIRONMENTAL DOCUMENTATION 8 0 4 0 0 12 $2,802.00 Task 4.4 Existing Tree Impacts 4 2 6 $1,401.00 Task 4.5 Arborist Evaluation Report 4 2 6 $1,401.00 Task 6.0 DESIGN (90%) 36 28 60 0 0 124 $25,202.00 Task 6.3 Horizontal Layout and Grading Plans 8 12 20 $3,598.00 Task 6.7 Drainage Plans 4 2 8 14 $2,821.00 Task 6.9 Illumination Plans 2 4 6 $1,073.00 Task 6.10 Utility Relocation Plans 20 4 8 32 $7,416.00 Task 6.11 Traffic Control Plans 4 8 16 28 $5,346.00 Task 6.15 Wall Design Plans 4 2 6 12 $2,474.00 Task 6.16 Landscape and Irrigation Plans 4 2 6 12 $2,474.00 Task 7.0 FINAL DESIGN AND PS&E (100%) 18 18 36 0 0 72 $14,400.00 Task 7.3 Horizontal Layout and Grading Plans 2 6 8 $1,420.00 Task 7.7 Drainage Plans 2 2 2 6 $1,253.00 Task 7.9 Illumination Plans 1 4 5 $883.50 Task 7.10 Utility Relocation Plans 12 2 4 18 $4,235.00 Task 7.11 Traffic Control Plans 2 8 16 26 $4,819.00 Task 7.15 Wall Design Plans 1 1 2 4 $800.00 Task 7.16 Landscape and Irrigation Pl...
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.
