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:
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. DocuSign Envelope ID: ED57FAE2-481A-4535-A126-CE7F0E526760
viii. Locate existing right-of-ways.
ix. Review right-of-way maps.
x. Locate boreholes.
xi. Perform hydrographic surveys.
xii. Update existing control data and prepare survey control data sheets, as directed by the State 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 State • RPLS signature, seal, and date • The State...
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 Surveyors 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. DocuSign Envelope ID: E73D9091-6C82-469F-B42B-3F0B45BB646B ix. Review right-of-way maps.
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 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. 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. 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.
1) The Employer agrees to the extent of surveys to be undertaken as advised by the Contractor. The Employer advises the Contractor of any existing information that may negate or reduce the need for further surveys. The Employer may instruct the use of an assumption or reduced survey scope where obtaining survey data during the design phase is not reasonable when compared with the risks it mitigates.
2) The Contractor undertakes all such surveys. Where the Contractor has to subcontract a survey or element of a survey (e.g. attendance) to Provide the Services he notifies the Employer. The Employer may instruct a change to the Service Information such that the Contractor no longer is required to undertake such survey or element of a survey and the Prices, where applicable, are reduced accordingly. The Contractor notifies the Employer within such time so as to allow the Employer to procure a survey or element of a survey from others whilst minimising the impact on the delivery of the associated project.
3) The Contractor’s Designer will be expected to hold all required access certification (such as Sentinel, QUAFF54, Machine Room Access, etc) to enable them to access any part of the station including secure rooms, machine ▇▇▇▇▇▇▇▇ and track locations.
4) Where the Employer decides to procure any agreed surveys that have been identified by the Contractor the Contractor provides a scope for these surveys for acceptance by the Employer, in sufficient detail to enable others to be engaged and undertake the survey. The Contractor allows in his programming of the services 4 weeks (or such other time as is advised) from the Employer’s acceptance of the survey scope for the Employer to obtain the survey information. Where precise definition of the survey needs to be determined on site, the Contractor’s Designer attends the survey to provide ongoing direction.
5) Where the Employer procures a survey he provides un-interpreted information to the Contractor for them to Provide the Service and the Contractor interprets such information accordingly.
6) Minimum survey requirements are included in the Contractor’s deliverables provided with a Task Order proposal.
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. Garver 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 ▇▇▇▇▇▇ ▇▇▇▇▇▇ ▇▇ ▇▇▇▇, ▇▇▇▇▇▇▇▇ 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...