A professional land surveyor who conducts a construction survey shall place the stakes or other materials used to mark the location of the proposed fixed works within the following positional certainties:
Proposed Fixed Works | Horizontal Positional Certainty | Vertical Positional Certainty | ||
Meters | Feet | Meters | Feet | |
Rough Grades............................... | ±0.03 m | ±1 ft | ±0.06 m | ±0.2 ft |
Subgrades..................................... | ±0.15 m | ±0.5 ft | ±0.015 m | ±0.05 ft |
Finish Grades................................ | ±0.15 m | ±0.5 ft | ±0.015 m | ±0.05 ft |
Buildings....................................... | ±0.015 m | ±0.05 ft | ±0.01 m | ±0.03 ft |
Sewer Facilities............................. | ±0.1 m | ±0.3 ft | ±0.015 m | ±0.05 ft |
Waterlines..................................... | ±0.1 m | ±0.3 ft | ±0.03 m | ±0.1 ft |
Water Facilities Other Than Waterlines................................ | ±0.03 m | ±0.1 ft | ±0.015 m | ±0.05 ft |
Street Lights and Devices for the Control of Traffic..................... | ±0.06 m | ±0.2 ft | ±0.03 m | ±0.1 ft |
Curbs and Gutters......................... | ±0.03 m | ±0.1 ft | ±0.015 m | ±0.05 ft |
Nev. Admin. Code § 625.775
NRS 625.140, 625.250