Design Surveys Sample Clauses

Design Surveys. The State will request design surveys on an as needed basis. The Engineer’s Surveyor shall perform tasks including, but not limited to the following:

Design Surveys. The State will request design surveys on an as needed basis. The Engineer’s Surveyor shall perform tasks including, but not limited to the following: • Obtain or collect data to create cross-sections and digital terrain models. • Locate existing utilities. • Locate topographical features and existing improvements. • Provide details of existing bridge structures. • Provide details of existing drainage features, (e.g., culverts, manholes, etc.). • Locate wetlands. DocuSign Envelope ID: 9EFC6FE2-229E-4628-90C6-20E86398200F • Establish additional and verify existing control points. Horizontal and Vertical control ties must be made and tabulated, to other control points in the vicinity, which were established by other sources such as, the National Geodetic Survey (NGS), and the Federal Emergency Management Agency (FEMA), and any other local entities as directed by the State. • Locate existing right-of-ways. • Review right-of-way maps. • Locate boreholes. • Perform hydrographic surveys. • Update existing control data and prepare survey control data sheets, as directed by the State for inclusion into a construction plan set. The Engineer’s Surveyors shall also prepare a Survey Control Index Sheet and a Horizontal and Vertical Control Sheet(s), signed, sealed and dated by the professional engineer in direct responsible charge of the surveying and the responsible RPLS for insertion into the plan set. The Survey Control Index Sheet shows an overall view of the project control and the relationship or primary monumentation and control used in the preparation of the project; whereas, the Horizontal and Vertical Control sheet(s) identifies the primary survey control and the survey control monumentation used in the preparation of the project. Both the Survey Control Index Sheet and the Horizontal and Vertical Control Sheet(s) must be used in conjunction with each other as a set. The State’s forms for these sheets can be downloaded from the State’s website. The following information must be shown on the Survey Control Index Sheet: • Overall view of the project and primary control monuments set for control of the project • Identification of the control points • Baseline or centerline • Graphic (Bar) Scale • North Arrow DocuSign Envelope ID: 9EFC6FE2-229E-4628-90C6-20E86398200F • Placement of note “The survey control information has been accepted and incorporated into this PS&E” which must be signed, sealed and dated by a Texas Professional Engineer • RPLS signature, seal, ...

Design Surveys. The Engineer’s Surveyors shall perform tasks to provided additional survey needed supplement the survey previously performed including, but not limited to the following: i. Obtain or collect data to create cross-sections and digital terrain models. ii. Locate existing utilities and easements. iii. Locate topographical features and existing improvements. iv. Provide details of existing drainage features, (e.g., culverts, manholes, etc.). v. Establish additional and verify existing control points. Horizontal and Vertical control ties must be made and tabulated, to other control points in the vicinity, which were established by other sources such as, the National Geodetic Survey (NGS), and the Federal Emergency Management Agency (FEMA), and any other local entities as directed by FBCTRA. vi. Review right-of-way maps. vii. Locate boreholes. viii. Perform hydrographic surveys. ix. Update existing control data and prepare survey control data sheets for inclusion into a construction plan set. The Engineer’s Surveyors shall also prepare a Survey Control Index Sheet and a Horizontal and Vertical Control Sheet(s), signed, sealed and dated by the professional engineer in direct responsible charge of the surveying and the responsible RPLS for insertion into the plan set. The Survey Control Index Sheet shows an overall view of the project control and the relationship or primary monumentation and control used in the preparation of the project; whereas, the Horizontal and Vertical Control sheet(s) identifies the primary survey control and the survey control monumentation used in the preparation of the project. Both the Survey Control Index Sheet and the Horizontal and Vertical Control Sheet(s) must be used in conjunction with each other as a set. The following information shall be shown on the Survey Control Index Sheet: • Overall view of the project and primary control monuments set for control of the project • Identification of the control points • Baseline or centerline • Graphic (Bar) Scale • North Arrow • Placement of note “The survey control information has been accepted and incorporated into this PS&E” which shall be signed, sealed and dated by a Texas Professional Engineer • RPLS signature, seal, and date The following information shall be shown on all Horizontal and Vertical Control Sheets: • Location for each control point, showing baseline or centerline alignment and North arrow. • Station and offset (with respect to the baseline or centerline alignments) of e...

Design Surveys. The State will request design surveys on an as needed basis. The Engineer's Surveyor shall perform tasks including, but not limited to the following: i. Obtain or collect data to create cross-sections and digital terrain models. ii. Locate existing utilities. iii. Locate topographical features and existing improvements. iv. Provide details of existing bridge structures. v. Provide details of existing drainage features, (e.g., culverts, manholes, etc.). vi. Locate wetlands. vii. Establish additional and verify existing control points. Horizontal and Vertical control ties must be made and tabulated, to other control points in the vicinity, which were established by other sources such as, the National Geodetic Survey (NGS), and the Federal Emergency Management Agency (FEMA), and any other local entities as directed by the State. viii. Locate existing right-of-ways. ix. Review right-of-way maps. DocuSign Envelope ID: 679175E2-1976-4615-BA79-40AD36929E37 x. Locate boreholes.

Design Surveys. The County request design surveys on FM 521. The Surveys shall perform tasks including, but not limited to the following: ▪ Obtain or collect data to create cross-sections and digital terrain models. ▪ Locate existing utilities based on visual evidence and utilities based on maps, plans, and marked by “One Call” within the project limits. ▪ Locate topographical features and existing improvements. ▪ Provide details of existing bridge structures. ▪ Provide details of existing drainage features, (e.g., culverts, manholes, etc.). ▪ Locate wetlands as delineated by others. ▪ Establish additional and verify existing control points. Horizontal and Vertical control ties must be made and tabulated, to other control points in the vicinity, which were established by other sources such as, the National Geodetic Survey (NGS), and the Federal Emergency Management Agency (FEMA), and any other local entities as directed by the County. ▪ Locate existing right-of-ways. ▪ Review right-of-way maps. ▪ Locate boreholes. ▪ Perform hydrographic surveys. ▪ Update existing control data and prepare survey control data sheets, as directed by the County for inclusion into a construction plan set. The Surveyors shall also prepare a Survey Control Index Sheet and a Horizontal and Vertical Control Sheet(s), signed, sealed and dated by the professional engineer in direct responsible charge of the surveying and the responsible RPLS for insertion into the plan set. The Survey Control Index Sheet shows an overall view of the project control and the relationship or primary monumentation and control used in the preparation of the project; whereas, the Horizontal and Vertical Control sheet(s) identifies the primary survey control and the survey control monumentation used in the preparation of the project. Both the Survey Control Index Sheet and the Horizontal and Vertical Control Sheet(s) must be used in conjunction with each other as a set. The State’s forms for these sheets can be downloaded from the State’s website. The following information shall be shown on the Survey Control Index Sheet: • Overall view of the project and primary control monuments set for control of the project • Identification of the control points • Baseline or centerline • Graphic (Bar) Scale • North Arrow • Placement of note “The survey control information has been accepted and incorporated into this PS&E” which shall be signed, sealed and dated by a Texas Professional Engineer employed by the County • RPLS signature, ...

Design Surveys. HNTB will contract with Kaw Valley Engineering (KVE) for surveying services. KVE will perform field surveys including establishing horizontal and vertical control, benchmarks, field located utilities, and full topography survey encompassing the project area. See KVE’s attached Scope Services for additional details and assumptions.

Design Surveys. The Engineer shall coordinate with the Surveyor for data required for project design. The Engineer shall include the Survey Control Index Sheet and a Horizontal and Vertical Control Sheet(s), signed, sealed and dated by the professional engineer in direct responsible charge of the surveying and the responsible RPLS, into the plan set. The Engineer’s Surveyor shall supplement previous obtained survey data as needed to complete the development of the project design. Design Surveys include performance of surveys associated with the gathering of survey data for topography, cross-sections, all easements, utilities and other related work in order to design a project, or during layout and staking of projects for construction.

Design Surveys. Design Surveys include performance of surveys associated with the gathering of survey data for topography, cross-sections, and other related work in order to design a project, or during layout and staking of projects for construction.

Design Surveys. The Engineer’s Surveyor shall provide design surveying as necessary to supplement the aerial survey supplied by the State. The Engineer’s Surveyor shall integrate the additional survey data into the aerial survey data. The Engineer’s Surveyor shall: All surveying will be based on the control network established under separate contract. The State will provide control monument datasheets to the Engineer’s Engineer’s Surveyor. The Engineer’s Surveyor shall set additional control monuments if necessary to perform the additional surveying. At least one other DocuSign Envelope ID: C8AF675D-2526-41B2-938D-3D337F7E3DEC control monument shall be visible from each control monument. Existing Type II right-of-way monuments may be utilized as control monuments if found in good condition and in a suitable location. If a Type II right-of-way monument is not utilized as a control monument, a light duty monument (as shown in the Figure C-10 of the TxDOT Survey Manual) shall be constructed. All material for the control monuments shall be provided by the Engineer’s Surveyor. The State will provide an example of the aluminum cap to be used for control monuments. Horizontal coordinates for control points may be determined utilizing the State’s RTK network. Elevations for control points shall be determined by differential level survey from a benchmark approved by the State. The vertical control survey shall meet or exceed the requirements for a Category 8, Condition III as defined in the TSPS Manual of Practice with the exception that a digital level may be used to perform the survey. The Engineer shall verify the benchmark coordinates and establish additional horizontal and vertical control for the project. The Engineer shall provide supplemental field surveying services necessary to verify the Digital Terrain Model (DTM), produce topographic maps, establish the project baseline on the ground, locate and tie existing utilities to the project baseline, to tie the soil boring locations, and update topography. Coordinate geometry shall be based on and tied into State plane surface coordinate system. The Engineer shall:

Design Surveys. Xxxxxx will conduct topographic survey per the limits shown in Figure 1 for designing the project. The survey will be conducted in accordance with the geodetic control requirements in FAA AC 150/5300- 16A and positional data specifications in FAA AC 150/5300-18B. The WAA will retain ownership of the data from the topographic survey and the associated field notes. An electronic copy of the survey and field notes shall be provided upon completion of the survey. Field work, data collection, and information compilation shall be conducted as follows. • Survey shall be conducted in accordance with airport survey datum and coordinate system. • Determine horizontal location and depth of underground utilities within survey limits and location of utilities flagged by the Kansas One-Call System. Utilities within the Taxilane A-3 Object Free Area (OFA) will be hydro-excavated and surveyed. • Evidence of existing and new monuments and benchmarks utilized for the survey. Information for the monument or benchmark includes but shall not be limited to the location, elevation, and description of the monument or benchmark. • Description of horizontal and vertical control, datum and coordinate system. • 2 benchmarks. • Location, alignment, dimension, centerline, elevation, and type of all pavements, including the name of each where known. • Elevations of all pavements as described above at 25-foot intervals for pavement edges, centerlines, crowns, valleys, and locations of breaklines. • Location, layout, coordinates, spot elevations, finish floor elevations for all buildings, structures, and above ground site structures and features to within 0.01 foot for measurable features, including the name of each where known. • Spot elevations to the nearest 0.01 foot of all structures and site features as described above, including corner points of pads, airfield and roadway pavement slabs and joints, structures, buildings, ramps, and docks. Any elevation drop off of structure greater than 1-inch shall be indicated. Spot elevations at structures shall be defined to the maximum extent practicable at the top of structure, where the structure meets grade, and where the structure meets other structures. • Location, alignment, centerline, and spot elevations of ditches, tops of banks, toes of slopes, catch points, breakover points, and ditch grades. • Contours at 6-inch intervals. Spot elevations shall be defined at locations of grade breaks or breaklines, and at every 50 feet in open spac...