reglab/statecodes huggingface dataset:
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 11 - Renewals › Section 20 CSR 2030-11.035 - Continuing Education for Professional Landscape Architects

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to provide more
				  clarification on acceptable hours of continuing education units for the renewal
				  of a professional landscape architect's license.
PURPOSE: Pursuant to Senate Bill 72 of the 94th General
				  Assembly, this rule establishes continuing education requirements for
				  professional landscape architects.
(1)
				Purpose.
(A) Renewal of a professional
				landscape architectural license issued pursuant to section
				327.621,
				RSMo, may only be granted to a licensee who has successfully completed
				twenty-four (24) continuing education units (CEUs), as defined by this
				regulation within the two (2) years immediately preceding the renewal date or
				be exempt from these continuing education requirements as provided in this
				rule.
1. At least sixteen (16) CEUs shall be
				related to health, safety, and welfare (HSW) acquired in structured educational
				activities. All twenty-four (24) units may be acquired in such HSW subjects and
				activities. Failure to comply with these requirements will result in nonrenewal
				of the professional landscape architect's license or other disciplinary action
				or both unless noted below.
2. Any
				licensee who completes more than twenty-four (24) CEUs within the preceding two
				(2) calendar years may apply the excess, not to exceed twelve (12) units, to
				the requirement for the next two- (2-) year period.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 14 - Definitions › Section 20 CSR 2030-14.020 - Definition of Baccalaureate Degree From Approved Curriculum as Used in Section 327.312.1(1), RSMo

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to come into
				  compliance with a statutory amendment via HB 2149 which became effective on
				  August 28, 2022, increasing the required number of Legal Principles of
				  Surveying, Missouri Surveying Law, Legal Principles and Boundary Control, Legal
				  Aspects of Surveying, United States Public Land Surveying System (UPLSS) from
				  three (3) hours to six (6) hours effective January 1, 2024.
(1) The approved curriculum for a
				baccalaureate degree as it applies to admission to the land surveyor-intern
				program will be deemed acceptable if the candidate holding the degree has
				achieved all of the credits in college level courses in accordance with the
				following table:
General Title
Representative Course Titles
Semester Hours
Mathematics
Trigonometry, Algebra, Analytic Geometry, Calculus,
							 Statistics
12
Communications
Technical Writing, Speech
3
Legal Aspects of Boundary Survey
Legal Principles of Surveying, Missouri Surveying
							 Law, Legal Principles and Boundary Control, Legal Aspects of Surveying, United
							 States Public Land Surveying System (UPLSS)
6
Science
Physics, Geophysics, Astronomy, Computer Science,
							 Remote Sensing
12
Surveying (A)
Surveying I, Surveying II, Land Surveying,
							 Fundamentals of Surveying, Advanced Surveying, Surveying
							 Calculations
6
Surveying (B)
Subdivision Design, Route and Construction Surveying,
							 Geomatics, Introduction to GIS, Geodesy and Geodeic Positioning, Geospatial
							 Technologies, Photogrammetry, UAS Mapping
3
(2)
				Correspondence course work will be considered as college level courses only if
				they have been accepted for credit toward a degree by an Accreditation Board
				for Engineering and Technology (ABET)-approved curriculum.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001 and 327.312, RSMo 1983, amended
					 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 14 - Definitions › Section 20 CSR 2030-14.030 - Definition of Twenty Semester Hours of Approved Surveying Course Work as Used in Section 327.312.1(2), RSMo

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to come into
				  compliance with a statutory amendment via HB 2149 which became effective on
				  August 28, 2022, increasing the required number of Legal Principles of
				  Surveying, Missouri Surveying Law, Legal Principles and Boundary Control, Legal
				  Aspects of Surveying, United States Public Land Surveying System (UPLSS) from
				  three (3) hours to six (6) hours effective January 1, 2024.
(1) The approved curriculum for a person
				applying for admission to the land surveyor-intern program and who has at least
				sixty (60) semester hours of college level courses will be in accordance with
				the following table:
General Title
Representative Course Titles
Semester Hours
Mathematics
Trigonometry, Algebra, Analytic Geometry, Calculus,
							 Statistics
8
Communications
Technical Writing, Speech
3
Legal Aspects of Boundary Survey
Legal Principles of Surveying, Missouri Surveying
							 Law, Legal Principles and Boundary Control, Legal Aspects of Surveying, United
							 States Public Land Surveying System (UPLSS)
6
Science
Physics, Geophysics, Astronomy, Computer Science,
							 Remote Sensing
9
Surveying (A)
Surveying I, Surveying II, Land Surveying,
							 Fundamentals of Surveying, Advanced Surveying, Surveying
							 Calculations
12
Surveying (B)
Subdivision Design, Route and Construction Surveying,
							 Geomatics, Introduction to GIS, Geodesy and Geodeic Positioning, Geospatial
							 Technologies, Photogrammetry, UAS Mapping
5
(2)
				Correspondence course work will be considered as college level courses only if
				they have been accepted for credit toward a degree by an Accreditation Board
				for Engineering and Technology (ABET)-approved curriculum.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 14 - Definitions › Section 20 CSR 2030-14.040 - Definition of Fifteen Semester Hours of Approved Surveying Course Work as Used in Section 327.312.1(3), RSMo

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to come into
				  compliance with a statutory amendment via HB 2149, which became effective on
				  August 28, 2022, increasing the required number of Legal Principles of
				  Surveying, Missouri Surveying Law, Legal Principles and Boundary Control, Legal
				  Aspects of Surveying, United States Public Land Surveying System (UPLSS) from
				  three (3) hours to six (6) hours effective January 1, 2024.
(1) The approved surveying course work as it
				applies to admission to the land surveyor-intern program without either a
				baccalaureate or associate degree-type program will be deemed acceptable if the
				candidate has achieved all the credits in college level courses in accordance
				with the following table:
General Title
Representative Course Titles
Semester Hours
Surveying (A)
Surveying I, Surveying II, Land Surveying,
							 Fundamentals of Surveying, Advanced Surveying, Surveying
							 Calculations
9
Legal Aspects of Boundary Survey
Legal Principles of Surveying, Missouri Surveying
							 Law, Legal Principles and Boundary Control, Legal Aspects of Surveying, United
							 States Public Land Surveying System (UPLSS)
6
(2)
				Correspondence course work will be considered as college level courses only if
				they have been accepted for credit toward a degree by an Accreditation Board
				for Engineering and Technology (ABET)-approved curriculum.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 14 - Definitions › Section 20 CSR 2030-14.050 - Definition of Degree in Science as Used in Section 327.391, RSMo

Current through Register Vol. 49, No. 14, July 15, 2024
(Rescinded May 30, 2012)
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 14 - Definitions › Section 20 CSR 2030-14.060 - Definition of Final Year of Study as Used in Section 327.241.4, RSMo

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule provides a definition of the
				  phrase "final year of study" as that phrase is used in section 327.241.4,
				  RSMo.
As used in section 327.241.4, RSMo, the board considers the
				  phrase "final year of study" to be referring to those students who hold senior
				  status in an engineering program which is accredited by the Engineering
				  Accreditation Commission of the Accreditation Board for Engineering and
				  Technology.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 15 - Public Records › Section 20 CSR 2030-15.020 - Easements and Property Descriptions

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule defines which easements and
				  property descriptions shall be prepared by a Professional Land
				  Surveyor.
(1) In accordance
				with section
				327.272(3)
				and (4), RSMo, the subdivision of a parcel of
				property to create a new parcel and the creation of a new recordable property
				description for that parcel is considered the practice of professional land
				surveying. A new recordable property description is defined as a description
				for any parcel of land that is not or has not previously been identified in the
				public record.
(2) A permanent
				easement is a recordable document for the acquisition and conveyance of
				property rights. Creating a permanent easement encumbers a parcel of property
				and affects real property rights. A professional land surveyor shall locate the
				boundary that an easement is based upon.
(3) The following services are not required
				to be performed by a professional land surveyor because the location of
				boundary lines is not affected:
(A) When the
				only property right being acquired or conveyed is access rights.
(B) When the only property right being
				acquired is a temporary easement.
(C) When the entire property is being
				acquired, and the property description is being copied from a previous deed of
				record.
(D) When at least one (1)
				boundary of the easement is contiguous with the property line in accordance
				with section (2) and is of uniform width.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.010 - Application of Standards

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to reflect modern
				  day practice and terminology.
PURPOSE: These standards provide the professional
				  land surveyor and recipient of boundary surveys with a realistic guideline for
				  adequate survey performance. This rule describes the types of surveys to which
				  these standards apply.
The standards in this chapter apply to all property boundary
				  surveys made for determining the location of land boundaries and land boundary
				  corners, but do not apply to preliminary plats or plans, plot plans, design
				  surveys; geodetic surveys; or cartographic surveys. Any individual or
				  corporation licensed with the board to perform land surveying services in this
				  state shall be familiar with and comply with these standards. The Missouri
				  Standards for Property Boundary Surveys are not intended to be used in place of
				  professional land surveying judgment. There may be special circumstances and
				  conditions that make it impractical to comply with some provisions of the
				  standards. If the survey deviates from these standards, this deviation shall be
				  noted, described, and justified on the plat of survey by the professional land
				  surveyor. This provision cannot be used to intentionally circumvent the basic
				  tenets of these standards.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.030 - General Land Surveying Requirements

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to correct a typo
				  in paragraph (2)(A) and to add clarification regarding the establishment of
				  permanent monuments in paragraph (3)(C).
(1) Records Research.
(A) Every survey executed shall be based on
				the property description of the parcel or parent tract taken from the public
				records; and
(B) Prior to
				performing the fieldwork, the professional land surveyor shall acquire
				sufficient data to ascertain the record title boundary of the parcel(s) to be
				surveyed (such as, adjoining deeds, maps, right- of- way plans, subdivision
				plats, original plats and notes, and subsequent surveys). This requirement does
				not obligate the professional land surveyor to search the entire chain of
				title.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.040 - Accuracy Standards for Property Boundary Surveys

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule sets forth the accuracy standards
				  for all property boundary surveys.
(1) The professional land surveyor shall make
				an effort to detect and remove systematic errors.
(2) Precision Requirements for Urban
				Property.
(A) The uncertainty due to random
				errors of any dimension of direction or distance shown on the plat shall not
				exceed fifty parts per million (50 ppm) or one-tenth of a foot (0.10') for
				distances less than two thousand feet (2,000') at the sixty-eight percent (68%)
				confidence level (one (1) sigma); and
(B) The positional uncertainty of any
				coordinates shown on the plat relative to the control that is held fixed, shall
				not exceed fifty parts per million (50 ppm) or one tenth of a foot (0.10') for
				distances less than two thousand feet (2,000') at the sixty-eight percent (68%)
				confidence level (one (1) sigma).
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.050 - Use of Missouri Coordinate System, 1983

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule sets forth the requirements for
				  referencing land boundary corners to the Missouri Coordinate System of
				  1983.
(1) When the
				professional land surveyor is specifically requested or required to reference
				land boundary corners to the Missouri Coordinate System of 1983, the
				professional land surveyor shall comply with the following requirements:
(A) The position of the corner shall be based
				upon a geodetic control station having a horizontal accuracy of second order
				(as defined in
				20 CSR
				2030-18.020 ) or higher order;
(B) The survey connecting the corner to the
				geodetic control station shall meet the accuracy standards for property
				boundary surveys set forth in this chapter; and
(C) The plat or other publication of results
				shall identify the geodetic control station(s) that were used to determine the
				position of the corner(s), along with a list of the coordinates of those
				control station(s); the appropriate adjustment date or realization designation
				on the North American Datum of 1983, along with the epoch date, when
				applicable; a brief statement of the method used to obtain those positions; and
				the grid factor used.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.060 - Approved Monumentation

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule prescribes the approved type of
				  monumentation to be used on property boundary surveys.
(1) The professional land surveyor shall
				select a type of monument providing a degree of permanency consistent with that
				of the adjacent terrain and physical features and as required by these
				standards. All monuments shall be solid and free from movement. They shall be
				set in the ground at least to the depth of the length given unless they are
				encased in concrete. With the exception of drill holes and cut crosses, the
				precise position of the corner shall be marked by a point on a cap and the cap
				shall be inscribed with the licensure number of the professional land surveyor
				in responsible charge or the corporate licensure number or name of the
				company.
(2) Permanent monuments
				shall be selected from the following:
(A)
				Concrete monuments consisting of reinforced concrete at least four inches (4")
				square or in diameter and no less than twenty-four inches (24") in length with
				its precise position marked by a point on a brass or aluminum cap not less than
				one and one-half inch (1 1/2") in diameter;
(B) Commercial cast iron or aluminum survey
				markers no less than twenty-four inches (24") in length. Nonferrous markers
				shall have ceramic magnets attached to aid in recovery;
(C) Steel, coated steel, or aluminum rod
				markers not less than five-eighths inch (5/8") in diameter, iron pipe markers
				not less than three-quarter inch (3/4") inside diameter, and not less than
				twenty-four inches (24") in length. These monuments shall have a permanently
				attached cap of the same metal or of a dissimilar metal if the metals are
				insulated with a plastic insert to reduce corrosion. Nonferrous rod markers
				shall have ceramic magnets attached to aid in recovery; and
(D) Brass or aluminum disks not less than two
				inches (2") in diameter, countersunk and well-cemented in a drill hole in
				either solid rock or concrete. Ceramic magnets shall be attached or installed
				with the disk to aid in recovery.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.070

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.080

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.090

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.100

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 16 - Missouri Standards for Property Boundary Surveys › Section 20 CSR 2030-16.110 - Location of Improvements and Easements

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule sets forth how and what
				  improvements and easements are to be located and shown on a property boundary
				  survey.
(1) When the
				professional land surveyor is specifically requested by the client to locate
				the improvements on the property surveyed, the professional land surveyor shall
				locate by measurement all permanent structures having fixed foundation, slabs,
				or footings and shall reference them to the property boundary on the plat with
				a minimum of three (3) dimensions. Dimensions shall be parallel, perpendicular,
				or radial to the property lines.
(2) When the professional land surveyor is
				specifically requested by the client to show easements on a property boundary
				survey, he/she shall show by graphic representation all easements appearing on
				the recorded subdivision plat and all easements provided to the professional
				land surveyor by the client. If the professional land surveyor is specifically
				requested by the client to locate any easements on the ground, he/she will do
				so in accordance with the standards defined herein.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.010 - Definitions

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to add clarity to
				  the definitions listed.
(1)
				Alteration of a corner, changing the physical monumentation of a corner or
				adding witness accessories.
(2)
				Corners of the United States Public Land Survey, those points that determine
				the boundaries of the various subdivisions represented on the official plat
				such as the township corner, the section corner, the quarter-section corner,
				blank quarter section corners, fractional section corner, center of section,
				grant corner, lot corner and meander corner.
(3) Date of the field work, the date on which
				the monument was physically altered or removed and referenced.
(4) Existent corner, a corner whose position
				can be identified by verifying the evidence of the original monument or its
				accessories, or by some physical evidence described in the field notes, or
				located by an acceptable supplemental survey record or some physical evidence
				thereof, or by testimony. The physical evidence of a corner may have been
				entirely obliterated but the corner will be considered existent if its position
				can be recovered through the testimony of one (1) or more witnesses who have a
				dependable knowledge of the original location. A legally reestablished corner
				shall have the same status as an existent corner.
(5) Lost corner, a corner whose position
				cannot be determined, beyond reasonable doubt, either from traces of the
				original marks or from acceptable evidence or testimony that bears upon the
				original position.
(6) Monument,
				the physical object which marks the corner point determined by the surveying
				process. The accessories, such as bearing trees, bearing objects, reference
				monuments, mounds of stone and other similar objects that aid in identifying
				the corner position, are also considered a part of a corner monument.
(7) Reestablishment of a corner, the
				monumentation of a lost corner whose position has been determined by
				proportionate measurement.
(8)
				Reference monument, a monument set in such a manner and location that the
				position of the actual corner can be located from it by direction and distance
				or by two (2) distances when two (2) reference monuments are set.
(9)
				Removal of a corner, the complete elimination of an existing corner
				monument.
(10) Restoration of a
				corner, the alteration of an existent corner.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.020 - Authorization for Removal or Alteration of Corners

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to come into
				  compliance with HB 650 which was passed in 2013 moving the State Land
				  Surveyor's office from the Missouri Department of Natural Resources to the
				  Missouri Department of Agriculture.
PURPOSE: This rule identifies who is authorized to
				  alter or remove a corner of the United States Public Land Survey and how to
				  obtain permission from the Department of Agriculture.
Only a professional land surveyor is authorized to remove,
				  alter, restore, or reestablish a corner of the United States Public Land
				  Survey. Any professional land surveyor who removes, alters, restores, or
				  reestablishes a corner of the United States Public Land Survey shall report his
				  actions by filing an approved document with the Missouri Department of
				  Agriculture, Land Survey Program within ninety (90) days from the date of the
				  field work. The permission required by section
				  60.550,
				  RSMo, is granted upon filing the approved document with the Missouri Department
				  of Agriculture Land Survey Program.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.030

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.040 - Procedure for Filing Documents

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to come into
				  compliance with HB 650, which was passed in 2013 and moves the State Land
				  Surveyor's Office from the Missouri Department of Natural Resources to the
				  Missouri Department of Agriculture.
PURPOSE: This rule describes the procedure for filing
				  certified land corner documents with the Department of
				  Agriculture.
(1) Approved
				documents shall be filed with the Department of Agriculture, Weights, Measures
				and Consumer Protection Division, Land Survey Program, P O Box 937, Rolla, MO
				65402-0937. Documents filed with the county recorder must first be filed with
				the Department of Agriculture.
(2)
				Certified Land Corner Document and Resident Witness Affidavit forms may be
				obtained in a reasonable number from the Department of Agriculture, Weights,
				Measures and Consumer Protection Division, Land Survey Program, P O Box 937,
				Rolla, MO 65402.
(3) There is no
				fee for filing these documents.
(4)
				Filing of corner documentation with the Department of Agriculture does not
				create an implied warranty by either the professional land surveyor or the
				Department of Agriculture as to conclusive evidence of the corner
				location.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.050 - Monumentation

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to reflect
				  modern-day practice and terminology.
(1) All corner monuments, witness monuments,
				and reference monuments shall be permanent monuments of a type providing a
				degree of permanency consistent with that of the adjacent terrain and physical
				features. Monuments shall meet the requirements for a permanent monument in
				accordance with the Missouri Standards for Property Boundary Surveys.
(2) In such cases where the placement of a
				required corner monument at its proper location is impractical, it shall be
				permissible to set a reference or witness monument or mark near that point, and
				if such reference monument or mark is set, its location shall be properly shown
				on the certified land corner document.
(3) All monuments shall be marked and
				designated in accordance with the Bureau of Land Management (BLM) system of
				marking monuments that furnishes ready identification of the position of the
				monument which bears the mark. Letters and numerals should be carefully stamped
				with three-sixteenths inch (3/16") or one-eighth inch (1/8") steel dies and
				should always be made to read from the south. Lines and crosses should be made
				with a sharp cold chisel. The precise position shall be marked by a point,
				cross, or appropriate symbol on the monument.
(4) Where possible, four (4) reference ties
				(distance and direction) to durable objects will be made to provide the means
				for restoring the position of the marked corner if the monument is disturbed.
				Durable objects include, but are not restricted to: house corners, marks on
				concrete structures or pavement, marks on ledge or bedrock, trees, additional
				permanent monuments, fence posts, utility poles, and crosses on curbs. All
				durable objects and reference ties shall be fully described on the
				document.
(5) In some special cases
				where an existing monument is found and it is deemed appropriate to preserve
				the monument in its original location, a reference or witness monument may be
				installed nearby.
(6) At locations
				where a stone, iron pin, pipe, or other monument is to be replaced by a
				permanent monument, the existing monument will be removed and buried or placed
				alongside the permanent monument in such a manner that it will not be confused
				with the permanent monument.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.060

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.070 - Missouri Coordinate System of 1983

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to clarify the
				  specific information to be included on the Certified Land Corner Document
				  form.
PURPOSE: This rule prescribes the requirements for
				  referencing corners of the United States Public Land Survey to the Missouri
				  Coordinate System of 1983.
(1) When the corner that is removed, altered,
				restored, or reestablished is required to be referenced to the Missouri
				Coordinate System of 1983, the corner coordinates shall be shown on the
				Certified Land Corner Document form.
(2) Coordinates referenced to the Missouri
				Coordinate System of 1983 and shown on Certified Land Corner Document forms
				shall comply with the following requirements:
(A) The position of the corner shall be based
				upon a geodetic control station having a horizontal accuracy of second order
				(as defined in
				20 CSR
				2030-18.020 ) or higher order;
(B) The survey connecting the corner to the
				geodetic control station shall meet the accuracy standards set forth in the
				Missouri Standards for Property Boundary Surveys; and
(C) The following information shall be
				included on the Certified Land Corner Document form:
1. The geodetic control station(s) that were
				used to determine the position of the corner;
2. The coordinates of the geodetic control
				station(s) used and the appropriate Zone designation;
3. The appropriate adjustment date or
				realization designation on the North American Datum of 1983 along with the
				epoch date, when applicable;
4. A
				brief statement of the method used to obtain the position; and
5. The grid factor used.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 17 - United States Public Land Survey Corners › Section 20 CSR 2030-17.080 - Approved Documents

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to reflect the
				  combination of the land corner restored and reestablishment forms into one (1)
				  form titled Certified Land Corner Document.
PURPOSE: This rule prescribes the form of the
				  document to be filed with the Department of Agriculture.
(1) An approved document may be either one
				(1) of the following:
(A) Certified Land
				Corner Document form; or
(B) Special form
				approved by the Missouri Department of Agriculture.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 18 - First and Second Order Horizontal and Vertical Control › Section 20 CSR 2030-18.010 - Definitions

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to provide more
				  clarity to the definitions of positional accuracy and relative
				  accuracy.
(1) Positional
				accuracy of a station is the uncertainty in the position of the station
				relative to the stations that are held fixed (i.e., National Geodetic Survey
				(NGS) or other higher order stations) in the process of the adjustment.
				Positional accuracy of a station is computed from the constrained, correctly
				weighted, least squares adjustment at the ninety-five percent (95%) confidence
				level.
(2) Relative accuracy is the
				uncertainty in the position of one station relative to another station. It is
				computed for all directly connected stations from the minimally constrained,
				and the constrained correctly weighted, least squares adjustment at the
				ninety-five percent (95%) confidence level.
(3) Rural area-For purposes of this chapter,
				a rural area is any second, third or fourth class county according to 48.020,
				RSMo.
(4) Urban area-For purposes
				of this chapter, an urban area is any first class county according to 48.020,
				RSMo.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999, 2001.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 18 - First and Second Order Horizontal and Vertical Control › Section 20 CSR 2030-18.020 - Horizontal Control Classification

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to replace the
				  word "Geodetic" with "Spatial" and to clarify the intended use of the Missouri
				  Geographic Reference System and/or the National Spatial Reference
				  System.
(1) First Order
				Horizontal Control Classification. The purpose of this class of survey is to
				establish primary horizontal control for the Missouri Geographic Reference
				System or the National Spatial Reference System.
(2) Second Order Horizontal Control
				Classification. The purpose of this class of survey is to establish secondary
				and supplemental horizontal control stations of the Missouri Geographic
				Reference System or the National Spatial Reference System.
(3) Both first and second order stations are
				dependent stations constrained to the existing first and second order stations
				of the Missouri Geographic Reference System and/or the National Spatial
				Reference System. These stations are intended to be used to meet the needs of
				mapping, geographic information systems, land information systems, property
				boundary surveys, and design surveys.
*Original authority: 327.041, RSMo 1969, amended 1981,
					 1986, 1989, 1993, 1995, 1999.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 18 - First and Second Order Horizontal and Vertical Control › Section 20 CSR 2030-18.030 - Accuracy of Horizontal Control

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended for clarity and
				  to change reference from the Missouri Department of Natural Resources and the
				  United States Coast and Geodetic Survey to the Missouri Department of
				  Agriculture and the National Geodetic Survey or its successor
				  organization.
(1) The
				accuracy of a horizontal control station is classified according to constrained
				and unconstrained, relative accuracy of the distance between stations, and the
				positional accuracy of the station relative to the stations held fixed in the
				adjustment. If the requirements for all three (3) criteria are not satisfied,
				the station shall fail to qualify for the classification.
(2) First Order Horizontal Control.
(A) The relative accuracy of the distance
				between directly connected adjacent stations shall be equal to or less than
				twelve millimeters (12 mm) for distances equal or less than one kilometer (1
				km) and ten parts per million (10 ppm) for distances greater than one kilometer
				(1 km).
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 18 - First and Second Order Horizontal and Vertical Control › Section 20 CSR 2030-18.040 - Acceptance and Publication by Missouri Department of Agriculture

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to reflect
				  publication by the Missouri Department of Agriculture instead of the Missouri
				  Department of Natural Resources.
(1) The following information will be
				submitted for each control survey that is to be evaluated for inclusion into
				the Missouri Geographic Reference System (MO GRS) as a first or second order
				station.
(A) A sketch will be submitted
				showing all stations occupied during the control survey. In addition to
				occupied stations, the sketch should show other existing horizontal or vertical
				stations located within or near the project area.
(B) A legend on the sketch should show the
				following information:
Project Name
General Locality
Name of organization performing observations
Date of project start and completion
(C) A north arrow and graphic scale should
				appear on the sketch. All station symbols should be labeled with the station
				name . When stations are spaced too closely together to be clearly depicted on
				the network sketch, an inset shall be used.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 18 - First and Second Order Horizontal and Vertical Control › Section 20 CSR 2030-18.060 - Traverse Survey Guidelines

Current through Register Vol. 49, No. 14, July 15, 2024
PURPOSE: This rule is being amended to reflect modern
				  day terminology and to be in compliance with HB 650, which was passed in 2013
				  and moves the State Land Surveyor's Office from the Missouri Department of
				  Natural Resources to the Missouri Department of Agriculture.
(1) First Order Traverse Procedure.
(A) The location of first order traverse
				lines and monumented stations shall be determined by a thorough field
				reconnaissance. The traverse point spacing shall not be less than six hundred
				meters (600m).
(B) All first order
				traverse lines shall start from, and close upon, first order stations or higher
				order stations of the Missouri Geographic Reference System (MO GRS) or National
				Spatial Reference System ( NSRS) in accordance with these procedures.
(C) Properly maintained theodolites with a
				least count of one second (1") or a DIN 18723 specification of one and one-half
				seconds (1.5") or smaller shall be used to observe directions and azimuths. At
				least four (4) positions or repetitions of the angles shall be observed. The
				theodolite and targets should be centered to within two millimeters (2 mm) over
				the survey station or traverse point.
(D) Electronic distance measuring (EDM)
				instruments shall be used to measure all distances. EDM instruments shall be
				tested on a Missouri Department of Agriculture (MDA) base line at the start of
				and on the completion of any first order traverse. Copies of the EDM base line
				comparisons shall be included in the survey report submitted to the department.
				Barometric pressure to the nearest five millimeters (5 mm) of mercury and
				temperature to the nearest one degree Celsius (1°C) shall be recorded for
				each measurement.
(E) Each traverse
				shall be tied to a minimum of two (2) bench marks. Trigonometric or spirit
				leveling will be observed along all traverse lines. All Instrument Heights
				(HIs), Reflector Heights (HOs) and zenith angles shall be recorded and
				submitted.
(F) The traverse shall
				be controlled by an astronomic azimuth at each end of the traverse line and at
				not more than every six (6) segments along the line. Astronomic azimuths shall
				have a standard deviation of one and one-half seconds (1.5") or less.
(G) All field data shall be submitted to
				Missouri Department of Agriculture (MDA) in a format acceptable to the
				department. This shall include directions, distances, azimuth, and
				elevations.
Missouri Code of State Regulations › Title 20 - DEPARTMENT OF COMMERCE AND INSURANCE › Division 2030 - Missouri Board for Architects, Professional Engineers, Professional Land Surveyors, and Professional Landscape Architects › Chapter 18 - First and Second Order Horizontal and Vertical Control › Section 20 CSR 2030-18.070

Current through Register Vol. 49, No. 14, July 15, 2024
*Original authority 327.041, RSMo 1969, amended 1981, 1986,
					 1989, 1993, 1995, 1999, 2001.