Foundation Studies Sample Clauses

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment.
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Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled for the bridge structures. For bridge structures, the soil borings shall extend a minimum of 80 feet below existing grade. Spacing of soil borings for bridges shall not exceed 300 feet. The Engineer shall provide a boring layout for the State’s review and comment. For estimation purposes, a total of 2 bridge borings will be drilled during a single drilling phase.
Sample 1
Foundation Studies. 5.8 For Foundation Studies students, refunds will be calculated on a term basis in accordance with the table below. Foundation Studies Programs (including Extended Foundation Studies) Timeframe Refunds for Student Defaults (including Withdrawals) Refunds for Transfers Before commencement of relevant Semester or Term more than 28 days 75% of the tuition fees for the relevant term, minus Administration Fee 100% of the tuition fees for the relevant term, minus Administration Fee 28 days or less 50% of the tuition fees for the relevant term, minus Administration Fee 90% of the tuition fees for the relevant term, minus Administration Fee After commencement of relevant Semester or Term up to 28 days 25% of the tuition fees for the relevant term, minus Administration Fee 75% of the tuition fees for the relevant term, minus Administration Fee more than 28 days No refund No refund Diploma Programs
Sample 1
Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the bridge and retaining wall alignments. At bridges, soil borings shall be taken at each abutment and in the channel as warranted, and boring depths shall extend 20 ft deeper than anticipated tip elevation of foundation (minimum of 70’). At retaining walls, the soil borings shall extend a minimum of 35 feet below the bottom elevation of the wall or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 200 feet. The Engineer shall provide a boring layout for the State’s review and comment.
Sample 1
Foundation Studies. The Engineer shall coordinate with the County to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall be a minimum of 35 feet. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the County’s review and comment.
Sample 1
Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 400 feet. The Engineer shall provide a boring layout for the State’s review and comment. The Engineer will determine the appropriate depths of the borings related to bridge xxxxx and abutments based on previous boring in the area and will submit the plan to the State for approval. Type of Borings Pavement Core only Typical Depth about 12” Number of Borings 25 for 1A, 10 for 1B Storm Sewer Boring 15’ 4 for 1A, 3 for 1B Retaining Walls 35’ below bottom of wall 37 Bridge (Typical) 100’ 41 Bridge (Tall for DCs) 150’ 5
Sample 1
Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 35 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 500 feet. The Engineer shall provide a boring layout for the State’s review and comment. DocuSign Envelope ID: 26034EA5-ACB8-461C-95D3-B7AB2C670BD8 Legacy Contract No. 12-6IDP5054 PeopleSoft Contract No. 4952 FUNCTION CODE 145(145, 164) – MANAGING CONTRACTED/DONATED PE PROJECT MANAGEMENT AND ADMINISTRATION To further clarify the scope of Project Management and Coordination: • Provide 9 additional months of project management and coordination activities due to extension of the project schedule as shown in Exhibit C-2. FUNCTION CODE 160(160) - ROADWAY DESIGN To further clarify the scope of Roadway Design: • Revise the following roadway designs and plan sheets to incorporate the addition of an overpass at Xxxxx-Xxxxxx Road: o Title Sheet o Sheet Index o Project Layout o Horizontal Alignment Data o Typical Sections o Mainlane Plan & Profile o Frontage Plan & Profile x Xxxxx Xxxxxx Plan & Profile o Intersection Layouts o Earthwork Model and Cross Sections • Revise the following roadway designs and plan sheets to incorporate shifting the Southbound Roadway approach to Xxxxxx Xxxx Drive from STA 277+00 to STA 295+00: o Project Layout o Horizontal Alignment Data o Typical Sections o Mainlane Plan & Profile o Southbound Roadway Plan & Profile FUNCTION CODE 160(161) - ROADWAY DESIGN DRAINAGE To further clarify the scope of Drainage Design: • Revise the proposed drainage design and associated plan sheets to incorporate the addition of an overpass, retaining walls, and any other related items at Xxxxx- Xxxxxx Road. • Revise the proposed drainage design and associated plan sheets to incorporate shifting the Southbound Roadway approach to Xxxxxx Xxxx Drive from STA 277+00 to STA 295+00. DocuSign Envelope ID: 26034EA5-ACB8-461C-95D3-B7AB2C670BD8 Legacy Contract No. 12-6IDP5054 PeopleSoft Contract No. 4952 161.9. Plans, Specifications and Estimates (PS&E) Development for Hydraulics: The Engineer shall provide the following services:
Sample 1
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Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the retaining wall alignments. The soil borings shall extend a minimum of 25 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 200 feet for retaining walls, and 300 bridge structures. The Engineer shall provide a boring layout for the State’s review and comment. . The following borings are proposed 14 Bridge Borings - 80 feet, 8 overhead sign/cantilever sign borings to 50 feet, 15 high mast borings to 50 feet, 15 retaining wall borings to 35 feet, 5 pavement borings to a depth of 20 feet, and 10 noise wall borings to a depth of 25 feet.
Sample 1
Foundation Studies. Foundation studies and layouts shall be prepared in accordance with Federal and State rules, regulations, guidelines, and polices including the latest versions of the TxDOT Bridge Project Development Manual, TxDOT Bridge Design Manual, TxDOT Geotechnical Manual and the TxDOT Hydraulic Design Manual. Coordination may also be required for ensuring compliance with the USCG and USACE regulations for navigable waterways. DocuSign Envelope ID: 00CA46DD-497F-40DD-AB34-BE174E51EAD0 D-1‌‌ WORK AUTHORIZATION NO. CONTRACT FOR ENGINEERING SERVICES THIS WORK AUTHORIZATION is made pursuant to the terms and conditions of Article 5 of Engineering Contract No. (the Contract) entered into by and between the State of Texas, acting by and through the Texas Department of Transportation (the State), and (the Engineer).
Sample 1

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