Type of Survey | Positional Certainty | |
Meters | U.S. Survey Feet | |
Land Boundary Surveys | ||
High Urban........................................ | ±0.02 m | ±0.05 ft |
Low Urban......................................... | ±0.04 m | ±0.15 ft |
High Rural......................................... | ±0.1 m | ±0.3 ft |
Low Rural.......................................... | ±0.15 m | ±0.5 ft |
Control and Geodetic Surveys | ||
Precise Measurement Studies............ | ±0.001 m to ±0.01 m | ±0.002 ft to ±0.03 ft |
State Network.................................... | ±0.02 m | ±0.05 ft |
County Network................................ | ±0.04 m | ±0.15 ft |
Local Network................................... | ±0.06 m | ±0.2 ft |
Photogrammetric Control.................. | ±0.06 m to ±1 m | ±0.2 ft to ±3 ft |
Topographic Surveys | ||
Engineering Design Surveys.............. | ±0.01 m to ±0.1 m | ±0.03 ft to ±0.3 ft |
Planning Study Surveys..................... | ±0.02 m to ±0.05 m | ±0.05 ft to ±0.15 ft |
Utilities Mapping............................... | ±0.15 m | ±0.5 ft |
Feature Mapping................................ | ±0.3 m | ±1 ft |
Resource Mapping............................. | ±0.5 m to ±100 m | ±1.5 ft to ±330 ft |
Type of Survey | Positional Certainty | |
Meters | U.S. Survey Feet | |
Land Boundary Surveys.................... | ±0.05 m | ±0.15 ft |
Control and Geodetic Surveys Other Than Photogrammetric Control Surveys..................................... | ±0.005 m to ±0.03 m | ±0.02 ft to ±0.1 ft |
Photogrammetric Control Surveys..................................... | ±0.03 m to ±0.5 m | ±0.1 ft to ±1.5 ft |
Topographic Surveys......................... | National Map Accuracy Standards |
Nev. Admin. Code § 625.666
NRS 625.140, 625.250