GNSS/DGPS control and CORS-supported positioning
Establish and verify survey reference points.
State reference frame and method; do not use DGPS as an unexplained accuracy claim.
Mapping & LiDAR
Reliable coordinates, levels and setting-out measurements taken on the ground.
Static/RTK GNSS, total stations and levelling solve different control and setting-out tasks within one engineering survey network.
A GCP supports aerial mapping; a benchmark controls elevation; a check point independently tests achieved accuracy.
Survey control is meaningful only with a stated datum, coordinate system, observation method and adjustment/closure evidence.
Establish and verify survey reference points.
State reference frame and method; do not use DGPS as an unexplained accuracy claim.
Mark design positions and levels on site.
Requires approved design coordinates and agreed tolerances.
Measure constructed positions against the design.
Measurements are not automatic design or structural certification.
Locate buried utilities using specialist ground instruments and records.
Detection is condition-dependent; expose utilities only under a separate authorised verification scope.
Measure terrain and obstacles for aviation assessment.
Follow aerodrome/AAI specifications; the survey does not grant a height clearance.
Yes. Ground-only scope remains ground-only; the brief will preserve that exclusion and use appropriate survey methods.
Yes. Their datum, condition, provenance and suitability must be checked before they are adopted as control.
Material, depth, congestion, ground conditions and records affect detection. The report should distinguish measured, interpreted and unverified utilities.
It provides measurements for assessment. The competent aviation authority decides any required height clearance.
GNSS static/RTK/PPK, total station and levelling selected by task.
Document datum, benchmarks, network adjustment and instrument checks.
Use ground methods where aerial capture cannot meet access or detail requirements.
State reference frame and method; do not use DGPS as an unexplained accuracy claim.
Requires approved design coordinates and agreed tolerances.
Measurements are not automatic design or structural certification.
Detection is condition-dependent; expose utilities only under a separate authorised verification scope.
Follow aerodrome/AAI specifications; the survey does not grant a height clearance.
Department of Science and Technology
Leica Geosystems / Hexagon
Airports Authority of India
Leica Geosystems
Your project
Ground control & engineering survey
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