La. Admin. Code tit. 46 § LXI-2913

Current through Register Vol. 50, No. 11, November 20, 2024
Section LXI-2913 - Positional Accuracy Specification and Positional Tolerances [Formerly Section 2909]
A. If radial survey methods, global positioning systems (GPS) or other acceptable technologies or procedures are used to locate or establish points on the boundary survey, the professional land surveyor shall apply acceptable surveying procedures in order to assure that the allowable positional accuracy and/or positional tolerance of such points are not exceeded. Any conversion from meters to feet shall use U.S. Survey Feet.

Condition

A

B

C

D

Urban Business District

Urban

Suburban

Rural

Remarks and Formula

Unadjusted Closure (maximum allowable)

1:15,000

1:10,000

1:7,500

1:5,000

Traverse Loop or between Control Monuments (closed traverse)

Angular Closure (maximum allowable)

10''[TICK]N

15''[TICK]N

25''[TICK]N

30''[TICK]N

N = Number of Angles in Traverse (closed traverse)

Accuracy of Bearing

± 15 Sec.

± 20 Sec.

± 30 Sec.

± 40 Sec.

In Relation to Source (closed traverse, radial or GPS)

Linear Distances Accurate to: (maximum allowable)

0.05 ft ±

± 0.05 ft

per 1,000 ft

0.05 ft ±

± 0.1 ft

per 1,000 ft

0.07 ft +

± 0.15 ft

per 1,000 ft

0.1 ft +

± 0.2 ft

per 1,000 ft

Applies when the Distance is not part of a Closed Traverse (radial or GPS)

Positional Tolerance and Positional Accuracy of any Monument (maximum)

0.1' + AC/15,000

0.1' + AC/10,000

0.1' + AC/7,500

0.2' + AC/5,000

AC = Length of Any Course* (closed traverse, radial or GPS)

Calculation of area - accurate and carried to nearest ____ (decimal place) of an acre (closed traverse, radial or GPS)

0.001

0.001

0.01

0.1

0.001

0.001

0.01

0.1

0.001

0.01

0.1

0.2

0.001

0.01

0.1

0.3

To 1 acre

To 10 acres

To 100 acres

To 1,000 acres

Elevations for Boundaries Controlled by Tides, Contours, Rivers, etc. Accurate to:

0.2 ft.

0.3 ft.

0.4 ft.

0.5 ft.

Based on Accepted Local Datum (closed traverse, radial or GPS)

Location of Improvements, Structures, Paving, etc. (Tie Measurements)

± 0.1 ft.

± 0.2 ft.

± 0.5 ft.

± 1 ft.

(closed traverse, radial or GPS)

Adjusted Mathematical Closure to Survey (Minimum)**

1:50,000

1:50,000

1:50,000

1:50,000

(closed traverse, radial or GPS)

*Short courses in classes "A" and "B" may generate positional errors of less than 0.01 feet. A minimum course distance of 200 feet shall be used in calculating positional error.

**Smaller tracts may result in a closure less than 1:50,000. Professional land surveyor shall minimize closure constrained by precision of bearing (nearest second of angle) and distance (one hundredth of a foot).

La. Admin. Code tit. 46, § LXI-2913

Promulgated by the Department of Transportation and Development, Board of Registration for Professional Engineers and Land Surveyors, LR 16:1068 (December 1990), amended LR 22:716 (August 1996), amended by the Department of Transportation and Development, Professional Engineering and Land Surveying Board, LR 27:1046 (July 2001), LR 30:1729 (August 2004), LR 37:2419 (August 2011), Amended LR 44628 (3/1/2018), Amended LR 501161 (8/1/2024).
AUTHORITY NOTE: Promulgated in accordance with R.S. 37:688.