Route Survey and Topography Sample Clauses

Route Survey and Topography. The LAND SURVEYOR will obtain cross-section elevations at 100- foot intervals along the route and extend a distance of 10 feet beyond the respective right of way line. Above ground improvements, including trees lying within 10 feet either side of the existing right of way line will be located. Surface evidence of underground utilities, including valves and manholes, will be located. Invert elevations and pipe sizes will be obtained on all structures along the proposed route.
Sample 1Sample 2Sample 3
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Route Survey and Topography. Obtain cross-section elevations at 100-foot intervals along the route and extend a distance of 50 feet west and 60 feet east of the baseline established in the PROJECT’s PER. At each cross-section, elevations will be collected at the existing edge of pavement points, the existing roadway centerline, existing right-of-way lines and proposed right-of- way lines. Above ground improvements, including trees, will be located within the topographic survey limits. Surface evidence of underground utilities will be located. Invert elevations and pipe sizes will be obtained on structures within the proposed route. Elevations will be referenced to NAVD 88. Up to fifteen geotechnical borings will be located and ground elevation will be provided at each boring. The following intersections will be surveyed to obtain existing conditions information within the existing right of way: 1) SR 44: 150’ east and 150’ west of the CR 229 intersection. 2) C-462: 150’ east, 150’ west, and 150’ north of the CR 229 intersection. The ENGINEER will provide up to 40 hours of field time and 15 hours of office time for miscellaneous data that needs to be located and added to the route survey during the design process.
Sample 1
Route Survey and Topography. Obtain cross-section elevations at 100-foot intervals and all major grade breaks along the route. At each cross-section, spot elevations will be collected at the existing edge of pavement points, the existing roadway centerline, existing right-of-way lines and proposed right-of-way lines. The spot elevation data will be interpolated to depict one-foot contour intervals and will be shown on the survey. Above visible ground improvements, including trees, will be located within the topographic survey limits. Elevations will be referenced to NAVD 88.
Sample 1

Related to Route Survey and Topography

  • 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.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at a P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. (a) A7 to show Purchaser’s performance responsibility. (b) The Schedule of Items to include costs of survey and design, as provided under B5.24, and adjust Timber Sale Account, as provided in B5.

  • Geotechnical Engineer « »« » « » « » « » « »

  • Start-Up and Synchronization Consistent with the mutually acceptable procedures of the Developer and Connecting Transmission Owner, the Developer is responsible for the proper synchronization of the Large Generating Facility to the New York State Transmission System in accordance with NYISO and Connecting Transmission Owner procedures and requirements.

  • Architect/Engineer (A/E) means a person registered as an architect pursuant to Tex. Occ. Code Xxx., Chapter 1051, as a landscape architect pursuant to Tex. Occ. Code Xxx., Chapter 1052, a person licensed as a professional engineer pursuant to Tex. Occ. Code Xxx., Chapter 1001 and/or a firm employed by Owner or a design-build contractor to provide professional architectural or engineering services and to exercise overall responsibility for the design of a Project or a significant portion thereof, and to perform the contract administration responsibilities set forth in the Contract.

  • Surveys Each Borrower shall submit the Ship owned by it regularly to all periodical or other surveys which may be required for classification purposes and, if so required by the Security Trustee provide the Security Trustee, with copies of all survey reports.

  • Architecture The Private Improvements shall have architectural features, detailing, and design elements in accordance with the Project Schematic Drawings. All accessory screening walls or fences, if necessary, shall use similar primary material, color, and detailing as on the Private Improvements.

  • Professional Engineering and Architect’s Services Professional Engineering and Architect’s Services are not permitted to be provided under this Agreement. Texas statutes prohibit the procurement of Professional Engineering and Architect’s Services through a cooperative agreement.

  • Electrical connections Equipment requiring electrical connections for operation shall either be hard wired to the Authorized User's provided connections or the Contractor shall be responsible for a male electrical union. All connections shall be made by the Contractor and accomplished in accordance with National Electrical Code requirements. Electrically operated equipment shall be available in the following volts and phases: 208 volt 1 or 3 phase, 60 HZ 220 volt 1 or 3 phase, 60 HZ 440 volt 1 or 3 phase, 60 HZ

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