Foundation Studies Sample Clauses

Foundation Studies. For Foundation Studies students, refunds will be calculated on a term basis in accordance with the table below. Timeframe Refunds for Student Defaults (including Withdrawals) Refunds for Transfers After Before commencement ent of Semester or Semester or 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 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

Foundation Studies. The Engineer shall coordinate with the State to determine the location of soil borings to be drilled along the bridge locations. The soil borings shall extend a minimum of 15 to 20 feet below the footing elevation or deeper as soil conditions warrant. Spacing of soil borings shall not exceed 300 feet. The Engineer shall provide a boring layout for the State’s review and comment. The Engineer will provide WinCore capacity charts, minimum embedment depths, LPILE parameters, and potential uplift forces for bridge and overhead sign foundations.

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.

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 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. To further clarify the scope of Roadway Design: • Revise the following roadway designs and plan sheets to incorporate the addition of an overpass at ▇▇▇▇▇-▇▇▇▇▇▇ 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 ▇ ▇▇▇▇▇ ▇▇▇▇▇▇ 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 ▇▇▇▇▇▇ ▇▇▇▇ 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 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 ▇▇▇▇▇- ▇▇▇▇▇▇ Road. • Revise the proposed drainage design and associated plan sheets to incorporate shifting the Southbound Roadway approach to ▇▇▇▇▇▇ ▇▇▇▇ 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 a. Develop layouts for the following: i. Bridge deck drainage systems, including internal drainage piping within the ▇▇▇▇▇ where required on structures.

Foundation Studies. The Engineer shall coordinate with the Geotechnical Engineer. 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 FBPTRA’s review and comment.

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.

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 ▇▇▇▇▇ 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

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.

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 PART I. The Engineer will perform engineering services generally described as in accordance with the project description attached hereto and made a part of this Work Authorization. The responsibilities of the State and the Engineer as well as the work schedule are further detailed in exhibits A, B and C which are attached hereto and made a part of the Work Authorization. PART II. The maximum amount payable under this Work Authorization is $ and the method of payment is as set forth in Attachment E of the Contract. This amount is based upon fees set forth in Attachment E, Fee Schedule, of the Contract and the Engineer’s estimated Work Authorization costs included in Exhibit D, Fee Schedule, which is attached and made a part of this Work Authorization. PART III. Payment to the Engineer for the services established under this Work Authorization shall be made in accordance with Articles 3 thru 5 of the contract, and Attachment A, Article 1. PART IV. This Work Authorization shall become effective on the date of final acceptance of the parties hereto and shall terminate on , unless extended by a supplemental Work Authorization as provided in Attachment A, Article 1. The maximum contract time is the time needed to complete all work authorizations that will be issued in the first two years of the contract. All work authorizations must be issued within the initial two-year period, starting from the contract execution date. PART V. This Work Authorization does not waive the parties' responsibilities and obligations provided under the Contract.