6 Global Positioning System (GPS) Survey Specifications
6A.1-1 Static GPS Surveys6A.1-3 Kinematic GPS Surveys6A.1-4 OPUS GPS SurveysEquipment6A. 2-1 Receiver RequirementsMiscellaneous Equipment RequirementsLoopsNetworksReconnaissanceStation Site SelectionWeather ConditionsAntenna Height MeasurementsGeneralLoop Closure and Repeat Baseline AnalysisHigh Precision Geodetic Network (HPGN) Surveys6A.4-2 Specifications6A.9-1 GeneralGeoid Height Modeling Methods6A.9-2 Applications6A.9-4 General Notes Observations:Vertical Control Stations:Real Time Network RTK GPS SurveysEquipment6B.2-3 Data Transfer LinkMiscellaneous Equipment RequirementsConventional RTK Survey Design6B.3-3 Conventional RTK Field Procedures6B.3-4 Office Procedures6B.3-5 General NotesStatic GPS survey procedures allow various systematic errors to be resolved when high-accuracy positioning is required. Static procedures are used to produce baselines between stationary GPS units by recording data over an extended period of time during which the satellite geometry changes.See more on dot.ca.govUSDA[PDF]
Introduction Survey Requirements by Job Classification
Introduction rming accurate surveys with a Survey Grade GPS system. Minimum accuracy class standards for different survey applications are summarized below












