Topography and Physical Characteristics Sample Clauses

Topography and Physical Characteristics. The proposed surface infrastructure, i.e., roads and offices associated with the Project, are located on a low lying divide between lands that rise to the north to 20+ m before falling to the sea and land to the south that rises to over 40
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  • ODUF Physical File Characteristics 6.2.1 ODUF will be distributed to TWTC via Secure File Transfer Protocol (FTP). The ODUF feed will be a variable block format. The data on the ODUF feed will be in a non-compacted EMI format (175 byte format plus modules). It will be created on a daily basis Monday through Friday except holidays. Details such as dataset name and delivery schedule will be addressed during negotiations of the distribution medium. There will be a maximum of one dataset per workday per OCN. If AT&T determines the Secure FTP Mailbox is nearing capacity levels, AT&T may move the customer to CONNECT: Direct file delivery. 6.2.2 If the customer is moved, CONNECT: Direct data circuits (private line or dial-up) will be required between AT&T and TWTC for the purpose of data transmission. Where a dedicated line is required, TWTC will be responsible for ordering the circuit, overseeing its installation and coordinating the installation with AT&T. TWTC will also be responsible for any charges associated with this line. Equipment required on the AT&T end to attach the line to the mainframe computer and to transmit messages successfully on an ongoing basis will be negotiated on an individual case basis. Any costs incurred for such equipment will be TWTC's responsibility. Where a dial-up facility is required, dial circuits will be installed in the AT&T data center by AT&T and the associated charges assessed to TWTC. Additionally, all message toll charges associated with the use of the dial circuit by TWTC will be the responsibility of TWTC. Associated equipment on the AT&T end, including a modem, will be negotiated on an individual case basis between the Parties. All equipment, including modems and software, that is required on TWTC end for the purpose of data transmission will be the responsibility of TWTC. 6.2.3 If TWTC utilizes FTP for data file transmission, purchase of the FTP software will be the responsibility of TWTC.

  • Physical File Characteristics 7.2.1 The EODUF feed will be distributed to Comcast Phone over their existing Optional Daily Usage File (ODUF) feed. The EODUF messages will be intermingled among Comcast Phone’s Optional Daily Usage File (ODUF) messages. The EODUF will be a variable block format (2476) with an LRECL of 2472. The data on the EODUF will be in a non-compacted EMI format (175 byte format plus modules). It will be created on a daily basis (Monday through Friday except holidays). 7.2.2 Data circuits (private line or dial-up) may be required between BellSouth and Comcast Phone for the purpose of data transmission. Where a dedicated line is required, Comcast Phone will be responsible for ordering the circuit, overseeing its installation and coordinating the installation with BellSouth. Comcast Phone will also be responsible for any charges associated with this line. Equipment required on the BellSouth end to attach the line to the mainframe computer and to transmit successfully ongoing will be negotiated on an individual case basis. Where a dial-up facility is required, dial circuits will be installed in the BellSouth data center by BellSouth and the associated charges assessed to Comcast Phone. Additionally, all message toll charges associated with the use of the dial circuit by Comcast Phone will be the responsibility of Comcast Phone. Associated equipment on the BellSouth end, including a modem, will be negotiated on an individual case basis between the Parties. Version 4Q01 12/01/01 All equipment, including modems and software, that is required on Comcast Phone’s end for the purpose of data transmission will be the responsibility of Comcast Phone.

  • Topographic Survey The Professional shall obtain a topographic and utility survey as described below. 4.1.1. The Professional shall tie in all existing surface topographic features and structures within the survey limits shown in Figure 1. This survey shall include: tops of curbs, edges of pavement, pavement materials, driveways, sidewalks, retaining walls, drainage structures (top, edges and flow line), channels and drainage ways (tops, toes and flow line), manholes (rim, flow lines and diameters of pipes, type of material and photographs of the inside of manholes and drainage structures), including the same survey data for upstream and downstream manholes and structures that are outside of the survey limits for all gravity wastewater and drainage lines within the survey limits. Visible valves, meters, clean-outs, slabs, utility signs, utility poles and structures, fences, landscaping features, shrubbery, trees (including the approximate drip-line), tree canopies, buildings (edges within the survey limits) mailboxes, etc. Trees shall be tagged and tabulated by size and species specific in compliance with the City of New Braunfels Tree Preservation ordinance as defined in the City of New Braunfels Zoning Ordinance Chapter 5.3- 5i. The survey limits shall extend approximately 100 feet on intersecting streets. The Professional shall provide sufficient ground shots to create one (1) foot contours for the Project. 4.1.2. The Professional shall conduct a utility survey and locate existing utilities within the Project boundary in Figure 1. The Professional shall contact all utility service providers by calling Texas 811 and the NBU Project Manager to coordinate flagging of existing franchise utilities. The Professional shall request drawings of existing agency and municipal owned utilities and shall include locations of these utilities in the survey. The Professional shall tie in the locations of the discovered utilities on the survey. The Professional shall bear all costs for the Services associated with utility locates. 4.1.3. The Professional shall locate up to ten (10) geotechnical borings and tie them in to the Project survey. 4.1.4. The Professional shall set and install control points and/or benchmarks as required for the survey work (minimum 1-foot intervals). The Professional shall provide horizontal and vertical coordinates of the benchmarks in the required coordinate system and datum and show the benchmarks on the survey drawing. 4.1.5. The Professional shall research and review adjoining plats and deeds along the survey corridor. The Professional shall locate property corners and identify existing right of way (“ROW”), along the survey corridor, based on found monuments and record documents.

  • Characteristics The Contracts have the following characteristics: (i) all the Contracts are secured by Motorcycles; (ii) no Contract has a remaining maturity of more than 84 months; and (iii) the final scheduled payment on the Contract with the latest maturity is due no later than July 27, 2030. Approximately 63.90% of the Pool Balance as of the Cutoff Date is attributable to loans for purchases of new Motorcycles and approximately 36.10% is attributable to loans for purchases of used Motorcycles. No Contract was originated after the Cutoff Date. No Contract has a Contract Rate less than 0.010%.

  • CHARACTERISTICS OF THE ACADEMY The characteristics of the Academy set down in Section 1(6) of the Academies Act 2010, are that:

  • Individual Characteristics Each Receivable has the following individual characteristics as of the Cut-Off Date: (i) each Receivable is secured by a new or used automobile, minivan or sport utility vehicle; (ii) each Receivable has an APR of no less than 0.00% and not more than 13.94; (iii) each Receivable had an original term to maturity of not more than 72 months and not less than 18 months and each Receivable has a remaining term to maturity, as of the Cut-Off Date, of 12 months or more; (iv) each Receivable has an Outstanding Principal Balance as of the Cut-Off Date of greater than or equal to $2,394.67; (v) no Receivable has a scheduled maturity date later than October 7, 2020; (vi) no Receivable was more than 30 days past due as of the Cut-Off Date; (vii) as of the Cut-off Date, no Receivable was noted in the records of VCI or the Servicer as being the subject of any pending bankruptcy or insolvency proceeding; (viii) no Receivable is subject to a force-placed Insurance Policy on the related Financed Vehicle; (ix) each Receivable is a Simple Interest Receivable; (x) each of the Receivables were selected using selection procedures that were not known or intended by VCI or the Servicer to be adverse to the Purchaser; and (xi) the Dealer of the Financed Vehicle has no participation in, or other right to receive, any proceeds of such Receivable.

  • Pool Characteristics The Mortgage Loans in the related Mortgage Loan Package have the characteristics as set forth on Exhibit 2 to the related Assignment and Conveyance.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

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