Land Surveyors Licensing Amendments

28
57-10-1
57-10-2
57-10-3
57-10-4
57-10-5
57-10-6
57-10-7
57-10-8
57-10-9
57-10-11
58-22-302
57-10-1
57-10-2
57-10-3
57-10-4
57-10-5
57-10-6
57-10-7
57-10-8
57-10-9
57-10-11
58-22-302
4
Land Surveyors Licensing Amendments
2026 GENERAL SESSION
STATE OF UTAH
Chief Sponsor: Stephanie Gricius
Senate Sponsor: Evan J. Vickers
LONG TITLE
General Description:
This bill modifies provisions involving land surveyors
.
Highlighted Provisions:
This bill:
updates statutory references;
sets the standard for future uses of a state plane coordinate system as maintained by the
National Geodetic Survey;
provides for continued recognition of prior systems for historical documents;
requires use of the units as defined by the National Geodetic Survey;
creates additional paths for licensure as a professional land surveyor; and
makes technical and conforming changes.
Money Appropriated in this Bill:
None
Other Special Clauses:
None
Utah Code Sections Affected:
AMENDS:
57-10-1
, as repealed and reenacted by Laws of Utah 1988, Chapter 60
57-10-2
, as repealed and reenacted by Laws of Utah 1988, Chapter 60
57-10-3
, as repealed and reenacted by Laws of Utah 1988, Chapter 60
57-10-4
, as repealed and reenacted by Laws of Utah 1988, Chapter 60
57-10-5
, as repealed and reenacted by Laws of Utah 1988, Chapter 60
57-10-6
, as last amended by Laws of Utah 2001, Chapter 62
57-10-7
, as last amended by Laws of Utah 1990, Chapter 167
57-10-8
, as last amended by Laws of Utah 2001, Chapter 62
57-10-9
, as last amended by Laws of Utah 2001, Chapter 62
58-22-302
, as last amended by Laws of Utah 2025, First Special Session, Chapter 9
REPEALS:
57-10-11
, as last amended by Laws of Utah 2019, Chapter 35
Be it enacted by the Legislature of the state of Utah:
Section 1. Section
57-10-1
is amended to read:
57-10-1
. Plane coordinate systems designated.
(1)
The systems of plane coordinates that have been established by the National Ocean
Service/National Geodetic Survey (formerly the United States Coast and Geodetic
Survey) or its successors for defining and stating the geographic positions or locations of
points on the surface of the earth within the state of Utah are known and designated as
the Utah Coordinate System of 1927 and the Utah Coordinate System of 1983.
(2)
For the purpose of the use of these systems, the state is divided into three zones: North,
Central, and South Zones.
(a)
The area now included in the following counties constitutes the North Zone: Box
Elder, Cache, Daggett, Davis, Morgan, Rich, Summit, and Weber.
(b)
The area now included in the following counties constitutes the Central Zone:
Carbon, Duchesne, Emery, Grand, Juab, Millard, Salt Lake, Sanpete, Sevier, Tooele,
Uintah, Utah, and Wasatch.
(c)
The area now included in the following counties constitutes the South Zone: Beaver,
Garfield, Iron, Kane, Piute, San Juan, Washington, and Wayne.
(1)
As used in this chapter:
(a)
"FGCC" means the Federal Geodetic Control Committee of the United States
Department of Commerce.
(b)
"NGS" means the National Oceanic and Atmospheric Administration's National
Geodetic Survey.
(2)
(a)
For purposes of defining and stating the geographic position or location of points
on the surface of the earth within the state, the state adopts the plane coordinate
systems that the NGS establishes.
(b)
The systems described in (2)(a) are known as the "Utah Plane Coordinate System."
(3)
The state adopts the 2022 State Plane Coordinate System for use within the state.
(4)
References in existing records to the Utah Coordinate System of 1927, or the Utah
Coordinate System of 1983, remain valid.
Section 2. Section
57-10-2
is amended to read:
57-10-2
. Zones.
(1)
As established for use in the North Zone, the Utah Coordinate System of 1927 or the
Utah Coordinate System of 1983 shall be named and designated as the "Utah Coordinate
System 1927 North Zone" or "Utah Coordinate System 1983 North Zone" in any land
description or on any map or document in which it is used.
(2)
As established for use in the Central Zone, the Utah Coordinate System of 1927 or the
Utah Coordinate System of 1983 shall be named and designated as the "Utah Coordinate
System 1927 Central Zone" or "Utah Coordinate System 1983 Central Zone" in any land
description or on any map or document in which it is used.
(3)
As established for use in the South Zone, the Utah Coordinate System of 1927 or the
Utah Coordinate System of 1983 shall be named and designated as the "Utah Coordinate
System 1927 South Zone" or "Utah Coordinate System 1983 South Zone" in any land
description or on any map or document in which it is used.
(1)
The Utah Plane Coordinate System is divided into zones that the NGS defines for the
state.
(2)
All previously designated coordinate systems, including associated zones and
definitions, remain unchanged.
Section 3. Section
57-10-3
is amended to read:
57-10-3
. North-south and east-west coordinate values.
The plane coordinate values for a point on the earth's surface used to express the
geographic position or location or point in the appropriate zone of this system shall consist of
two distances expressed in U.S. survey feet and decimals of a foot when using the Utah
Coordinate System of 1927 and expressed in meters and decimals of a meter when using the
Utah Coordinate System of 1983.
(1)
One of these distances, known as the "x-coordinate" or "E-coordinate," shall give the
position in an east-west direction; the other, known as the "y-coordinate" or
"N-coordinate," shall give the position in a north-south direction.
(2)
These coordinates shall be made to depend upon and conform to plane rectangular
coordinate values computed on the systems defined in this chapter for the monumented
points of the North American Horizontal Geodetic Control Network, as published by the
National Ocean Service/National Geodetic Survey (formerly the United States Coast and
Geodetic Survey) or its successors.
(3)
Any such station may be used for establishing a survey connection to either Utah
coordinate system.
(1)
A person who uses plane coordinate values to express the geographic position or
location of a point within a zone of the Utah Plane Coordinate System shall express the
values in the units established for the Utah Plane Coordinate System.
(2)
The coordinate values described in Subsection
(1)
consist of:
(a)
an "x-coordinate" or "E-coordinate" that expresses position in an east-west direction;
and
(b)
a "y-coordinate" or "N-coordinate" that expresses position in a north-south direction.
(3)
A person shall compute the coordinates so that the coordinates depend on and conform
to plane rectangular coordinate values computed for monumented points of the North
American Horizontal Geodetic Control Network that the NGS publishes.
(4)
A person may use a control station described in Subsection
(3)
to establish a survey
connection to land descriptions prepared using the Utah Plane Coordinate System after
June 30, 2026, in accordance with the
NGS's deprecation of former systems.
(5)
A person may use units other than the units described in Subsection
(1)
if the person
clearly identifies the deviation in the survey record or land description.
Section 4. Section
57-10-4
is amended to read:
57-10-4
. Legal effect of descriptions using coordinate values.
(1)
A description of the location of any survey station or land boundary corner in the state
is complete, legal, and satisfactory if it is expressed by use of the system of plane
coordinates defined in this chapter.
(2)
For purposes of sale or title transfer, no real property may be described solely by
reference to coordinate values from the Utah coordinate system or any other coordinate
system.
(3)
When coordinates based on the Utah coordinate system are used in the description of
any tract of land, they are supplemental to the basic description relating to existing
recognized monuments and land lines of record.
(4)
The description by reference to the subdivision, line, or corner of the United States
public land surveys prevails over the description by coordinates, if there is any conflict
between the descriptions.
(1)
A description of the location of a survey station or land boundary corner within the state
is complete, legal, and sufficient if the description uses the Utah Plane Coordinate
System.
(2)
A person may not describe real property for purposes of sale or title transfer solely by
reference to coordinate values from the Utah Plane Coordinate System or any other
coordinate system.
(3)
If a person uses coordinates from the Utah Plane Coordinate System in a land
description, the coordinates supplement the underlying description that relates to
recognized monuments and land lines of record.
(4)
If a conflict exists between a description that references a subdivision, line, or corner of
the United States public land surveys and a description that uses coordinates, the
description that references the subdivision, line, or corner of the United States public
land surveys prevail.
Section 5. Section
57-10-5
is amended to read:
57-10-5
. Descriptions of tracts extending over more than one zone.
(1)
When any tract of land that is to be defined by a single land description extends from
one into another of the coordinate zones, the positions of all points on its boundaries
may be referred to by either of the two zones.
(2)
The zone that is used shall be identified specifically in the land description.
(1)
If a single land description defines a tract of land that extends from one coordinate zone
into another coordinate zone, a person may refer the positions of boundary points to
either zone.
(2)
When using a coordinate, a person shall identify in the land description which
coordinate zone the person uses.
Section 6. Section
57-10-6
is amended to read:
57-10-6
. Reference materials defining coordinate systems.
For purposes of more precisely defining the Utah Coordinate Systems, the following
special publications are adopted:
(1)
For the Utah Coordinate System of 1927, the manual entitled "The State Coordinate
Systems (A Manual for Surveyors)," Special Publication No. 235, and "Plane
Coordinate Projection Tables for Utah," Special Publication No. 277. Both manuals are
published by the U.S. Department of Commerce, Coast and Geodetic Survey, and
provide, in part, the following:
(a)
(i)
The "Utah Coordinate System of 1927 North Zone" is a Lambert Conformal
Conic Projection of the Clarke Spheroid of 1866 having standard parallels at north
latitudes 41 degrees 47 minutes and 40 degrees 43 minutes, along which parallels
the scale shall be exact.
(ii)
The origin of coordinates is at the intersection of the meridian 111 degrees 30
minutes west of Greenwich and the parallel 40 degrees 20 minutes north latitude.
(iii)
This origin is given the coordinates: x=2,000,000 feet and y=0 feet.
(b)
(i)
The "Utah Coordinate System of 1927 Central Zone" is a Lambert Conformal
Conic Projection of the Clarke Spheroid of 1866 having standard parallels at north
latitudes 40 degrees 39 minutes and 39 degrees 01 minutes, along which parallels
the scale shall be exact.
(ii)
The origin of coordinates is at the intersection of the meridian 111 degrees 30
minutes west of Greenwich and the parallel 38 degrees 20 minutes north latitude.
(iii)
This origin is given the coordinates: x=2,000,000 feet and y=0 feet.
(c)
(i)
The "Utah Coordinate System of 1927 South Zone" is a Lambert Conformal
Conic Projection of the Clarke Spheroid of 1866 having standard parallels at north
latitudes 38 degrees 21 minutes and 37 degrees 13 minutes, along which parallels
the scale shall be exact.
(ii)
The origin of coordinates is at the intersection of the meridian 111 degrees 30
minutes west of Greenwich and the parallel 36 degrees 40 minutes north latitude.
(iii)
This origin is given the coordinates: x=2,000,000 feet and y=0 feet.
(2)
For the Utah Coordinate System of 1983, the manual entitled "State Plan Coordinate
System of 1983," NOAA Manual NOS NGS 5. The manual is published by the U.S.
Department of Commerce, National Oceanic and Atmospheric Administration, and
provides, in part, the following:
(a)
(i)
The "Utah Coordinate System of 1983 North Zone" is a Lambert Conformal
Conic Projection of the North American Datum of 1983 having standard parallels
at north latitudes 41 degrees 47 minutes and 40 degrees 43 minutes, along which
parallels the scale shall be exact.
(ii)
The origin of coordinates is at the intersection of the meridian 111 degrees 30
minutes west of Greenwich and the parallel 40 degrees 20 minutes north latitude.
(iii)
This origin is given the coordinates: x or E=500,000 meters and y or
N=1,000,000 meters.
(b)
(i)
The "Utah Coordinate System of 1983 Central Zone" is a Lambert Conformal
Conic Projection of the North American Datum of 1983 having standard parallels
at north latitudes 40 degrees 39 minutes and 39 degrees 01 minutes, along which
parallels the scale shall be exact.
(ii)
The origin of coordinates is at the intersection of the meridian 111 degrees 30
minutes west Greenwich and the parallel 38 degrees 20 minutes north latitude.
(iii)
This origin is given the coordinates: x or E=500,000 meters and y or
N=2,000,000 meters.
(c)
(i)
The "Utah Coordinate System of 1983 South Zone" is a Lambert Conformal
Conic Projection of the North American Datum of 1983 having standard parallels
at north latitudes 38 degrees 21 minutes and 37 degrees 13 minutes, along which
parallels the scale shall be exact.
(ii)
The origin of coordinates is at the intersection of the meridian 111 degrees 30
minutes west of Greenwich and the parallel 36 degrees 40 minutes north latitude.
(iii)
This origin is given the coordinates: x or E=500,000 meters and y or
N=3,000,000 meters.
For purposes of defining the coordinate systems referenced in this chapter, the state adopts the reference materials that
NGS
publishes and maintains for the Utah Plane Coordinate System and the associated datums, projections, zones, units, and control standards.
Section 7. Section
57-10-7
is amended to read:
57-10-7
. Coordinates required to be based on control stations.
(1)
Coordinates based on either the Utah Coordinate System of 1927 or the Utah
Coordinate System of 1983 that purport to define the position of a point on a land
boundary shall be based on a monumented horizontal control station established in
conformity with the standards of accuracy and specifications for first or second order
geodetic surveying, as prepared and published by the Federal Geodetic Control
Committee (FGCC) of the United States Department of Commerce.
(a)
Standards and specifications of the FGCC or its successor in force on the date of the
survey shall apply.
(b)
Publishing existing control stations, or the acceptance with intent to publish the
newly established stations, by the National Ocean Service/National Geodetic Survey
constitutes evidence of adherence to the FGCC specifications.
(2)
Control stations which have been established by agencies of the state or its political
subdivisions may also be used, provided those points are established in conformity with
the standards set forth in Section
57-10-6
.
(1)
A person who uses coordinates from the Utah Plane Coordinate System to define the
position of a point on a land boundary shall base the coordinates on a monumented
horizontal control station that conforms to the standards and specifications that the
FGCC publishes.
(2)
(a)
The FGCC standards and specifications that are in effect on the date of the survey
apply.
(b)
The
NGS
publication of an existing control station, or the NGS acceptance of a
newly established control station with intent to publish, constitutes evidence that the
station conforms to the FGCC standards and specifications.
(3)
A person may also use a control station established by the state or a political subdivision
of the state if the control station conforms to Section
57-10-6
.
Section 8. Section
57-10-8
is amended to read:
57-10-8
. Use of terms on maps and documents.
(1)
Any document identifying or using a coordinate system shall, in accordance with
Section
57-10-9
, clearly and completely identify the system used.
(a)
The use of the term "Utah Coordinate System of 1927 (North, Central, South) Zone"
on any map, report of survey, or other document shall be used to reference the
system, the coordinates, and the unit of measure as defined in Subsection
57-10-6(1)
.
(b)
The use of the term "Utah Coordinate System of 1983 (HARN 1994, or the current
federal coordinate update used as the basis of the system being used) (North, Central,
South) Zone" shall be used to reference the system, the coordinates, and the unit of
measure as defined in Subsection
57-10-6(2)
.
(2)
Anyone using a coordinate system similar to the Utah coordinate system, such as one
where a modified elevation datum is used, shall clearly include "modified" in the title of
the coordinate system.
(3)
Any survey or map based on any such modified coordinate system shall show the title
of the coordinate system, including "modified" in the title and show the appropriate
combined adjustment factor relating the system to the Utah coordinate system.
(1)
A document that identifies or uses a coordinate system shall clearly and completely
identify the coordinate system used in accordance with Section
57-10-9
.
(2)
A person who uses the term "Utah Coordinate System" on a map, report of survey, or
other document shall use the term to reference the coordinate system, the coordinates,
and the unit of measure.
(3)
A person who uses a coordinate system that is similar to the Utah Plane Coordinate
System, including a system that uses a modified elevation datum, shall include the word
"modified" in the title of the coordinate system.
(4)
A survey or map that is based on a modified coordinate system shall:
(a)
display the full title of the modified coordinate system, including the word
"modified"; and
(b)
display the appropriate combined adjustment factor that relates the modified system
to the Utah Plane Coordinate System.
Section 9. Section
57-10-9
is amended to read:
57-10-9
. Use of coordinate system.
The use of the Utah coordinate system by any person, corporation, or governmental
agency engaged in land surveying or mapping, or both, is optional.
(1)
A person who uses the Utah Plane Coordinate System for horizontal or vertical
coordinate values shall reference the values to the most current National Spatial
Reference System that the NGS maintains.
(2)
A person shall include metadata that describes the coordinate system used and the basis
of bearings with the coordinate-based land description or survey record.
(3)
Nothing in this chapter prohibits a person from using another datum, reference network,
or coordinate system in a survey, map, or legal description that does not use the Utah
Plane Coordinate System if the person clearly identifies and documents the datum,
reference network, or coordinate system used, including the basis of bearings, historical
rotation, or existing monumentation.
Section 10. Section
58-22-302
is amended to read:
58-22-302
. Qualifications for licensure.
(1)
Each applicant for licensure as a professional engineer shall:
(a)
submit an application in a form
prescribed by the division
the division approves
;
(b)
pay a fee
determined by
the department
under
determines in accordance with

Section
63J-1-504
;
(c)
(i)
have graduated and received a
bachelors or masters
bachelor's or master's

degree from an engineering program meeting criteria
established by rule by the
division in collaboration with the board
the division makes by rule in
collaboration with the board
; or
(ii)
have completed the Transportation Engineering Technology and Fundamental
Engineering College Program before July 1, 1998, under the direction of the Utah
Department of Transportation and as certified by the Utah Department of
Transportation;
(d)
have
successfully
completed a program of qualifying experience
established by
rule by the division in collaboration with the board
the division makes by rule in
collaboration with the board
;
(e)
have
successfully
passed examinations
established by rule by the division in
collaboration with the board
the division makes by rule in collaboration with the
board
; and
(f)
meet with the board or representative of the division upon request for the purpose of
evaluating the applicant's qualification for licensure.
(2)
Each applicant for licensure as a professional structural engineer shall:
(a)
submit an application in a form
prescribed by the division
the division approves
;
(b)
pay a fee
determined by
the department
under
determines in accordance with

Section
63J-1-504
;
(c)
have graduated and received an earned
bachelors or masters
bachelor's or master's

degree from an engineering program meeting criteria
established by rule by the
division in collaboration with the board
the division makes by rule in collaboration
with the board
;
(d)
have
successfully
completed three years of licensed professional engineering
experience
established by rule by the division in collaboration with the board, except
that prior to January 1, 2009, an applicant for licensure may submit a signed affidavit
in a form prescribed by the division stating that the applicant is currently engaged in
the practice of structural engineering
the division makes by rule in collaboration with
the board
;
(e)
have
successfully
passed examinations
established by rule by the division in
collaboration with the board, except that prior to January 1, 2009, an applicant for
licensure may submit a signed affidavit in a form prescribed by the division stating
that the applicant is currently engaged in the practice of structural engineering
the
division makes by rule in collaboration with the board
; and
(f)
meet with the board or representative of the division upon request for the purpose of
evaluating the applicant's qualification for licensure.
(3)
Each applicant for licensure as a professional land surveyor shall:
(a)
submit an application in a form
approved by the division
the division approves
;
(b)
pay a fee
determined by the department under
the department determines in
accordance with
Section
63J-1-504
;
(c)
(i)
meet one of the following education and experience requirements:
(i)
hold, at a minimum, an
associates
associate
degree from a land surveying program
, or an equivalent land surveying program, such as a program offered by a
technical college described in Section
53H-3-1202
, established by rule by the
division in collaboration with the board
the division makes by rule in
collaboration with the board
, and have
successfully completed a program of
qualifying experience in land surveying established by rule by the division in
collaboration with the board
completed at least six years of qualifying experience
in land surveying, as the division determines by rule made in collaboration with
the board
;
or
(ii)
have successfully completed a program of qualifying experience in land
surveying prior to January 1, 2007, in accordance with rules established by the
division in collaboration with the board;
(ii)
hold a bachelor's degree from a land surveying program, or an equivalent land
surveying program that the division approves by rule in collaboration with the
board, and have completed at least four years of qualifying experience in land
surveying, as the division determines by rule in collaboration with the board;
(iii)
hold a high school diploma, or the equivalent of a recognized high school
diploma, and have completed
at least 10 years of qualifying experience in land
surveying, as the division determines by rule in collaboration with the board; or
(iv)
hold a professional land surveying license, or equivalent license in the United
States, and practice as a professional land surveyor in the United States for at least
one year;
(d)
have
successfully
passed examinations
established by rule by the division in
collaboration with the board
the division approves by rule in collaboration with the
board
; and
(e)
meet with the board or representative of the division upon request for the purpose of
evaluating the applicant's qualification for licensure.
(4)
Each applicant for licensure by endorsement shall:
(a)
submit an application in a form
approved by the division
the division approves
;
(b)
pay a fee
determined by
the department
under
determines in accordance with

Section
63J-1-504
;
(c)
submit satisfactory evidence of:
(i)
current licensure in good standing in a jurisdiction
recognized by rule by the
division in collaboration with the board
the division recognizes by rule in
collaboration with the board
;
(ii)
having
successfully
passed an examination
established by rule by the division
in collaboration with the board
the division approves by rule in collaboration with
the board
; and
(iii)
full-time employment as a principal for at least five of the last seven years
immediately
preceding
before
the date of the application as a:
(A)
licensed professional engineer for licensure as a professional engineer;
(B)
licensed professional structural engineer for licensure as a structural engineer;
or
(C)
licensed professional land surveyor for licensure as a professional land
surveyor; and
(d)
meet with the board or representative of the division upon request for the purpose of
evaluating the applicant's qualifications for license.
(5)
The rules made to implement this section shall be in accordance with
Title 63G, Chapter
3, Utah Administrative Rulemaking Act
.
Section 11.
Repealer.
Requirement to conform to the Utah Coordinate System.
Section 12.
Effective Date.
This bill takes effect on
May 6, 2026
.
3-11-26 11:31 AM