This is the preview version of the Wisconsin State Legislature site.
Please see http://docs.legis.wisconsin.gov for the production version.
Michigan:
Michigan does not set forth minimum standards for property surveys. Instead, Michigan Administrative Code requires land surveyors to draft complete and accurate plats, plans, drawings, and specifications. The information contained on a survey must include the following: “a drawing that includes the graphical and numerical scale used, a north arrow, identification of all government corners and related witnesses, a description in compliance with state statute, [and a] statement of the manner of bearing determination.(Mich. Admin. Code r. 339.17403).
Minnesota:
Minnesota does not set forth a minimum standard for property surveys in a manner similar to Illinois and Iowa. Instead, Minnesota identifies the requirements for plats (maps), and covers such topics as boundaries, mathematical data, easements and water boundaries. The statute further requires land surveyors to certify that they have surveyed a property or directly supervised a person who surveyed the property (Minn. Stat. s. 505.021).
Summary of factual data and analytical methodologies:
The Professional Land Surveyor Section reviewed and updated the minimum survey standards. Adjacent states’ statutes and administrative rules were also reviewed. The Section ensures the accuracy, integrity, objectivity and consistency of data was used in preparing the proposed rule and related analysis.
Analysis and supporting documents used to determine effect on small business or in preparation of economic impact analysis:
The rule was posted for public comment on the economic impact of the proposed rule, including how this proposed rule may affect businesses, local government units, and individuals, for a period of 14 days. No comments were received.
Fiscal Estimate and Economic Impact Analysis:
The Fiscal Estimate and Economic Impact Analysis are attached.
Effect on small business:
These proposed rules do not have a negative economic impact on small businesses, as defined in s. 227.114 (1), Stats. The Department’s Regulatory Review Coordinator may be contacted by email at Eric.Esser@wisconsin.gov, or by calling (608) 267-2435.
Agency contact person:
Katie Paff, Administrative Rules Coordinator, Department of Safety and Professional Services, Division of Policy Development, 1400 East Washington Avenue, Room 151, P.O. Box 8935, Madison, Wisconsin 53708; telephone 608-261-4472; email at Kathleen.Paff@wisconsin.gov.
Place where comments are to be submitted and deadline for submission:
Comments may be submitted to Katie Paff, Administrative Rules Coordinator, Department of Safety and Professional Services, Division of Policy Development, 1400 East Washington Avenue, Room 151, P.O. Box 8366, Madison, WI 53708-8935, or by email to Kathleen.Paff@wisconsin.gov. Comments must be received on or before the public hearing to be held on July 30, 2015 to be included in the record of rule-making proceedings.
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TEXT OF RULE
Section 1.   A-E 7.01 (2) (a) is amended to read:
  A-E 7.01 (2) (a) A note which states that an agreement to exclude work from the requirements of this chapter has been made and a list of those exclusions and the names of the parties making the agreement along with the signature of each party.
Section 2.   A-E 7.01 (2) (d) and (e) are repealed.
Section 3.   A-E 7.02 is repealed and recreated to read:
A-E 7.02 Definitions. For the purposes of this chapter:
(1) “Property survey” means any land surveying which includes describing, monumenting, or locating the boundary line or lines or corners of land surveyed, or mapping one or more lines or parcels of land. The term includes the restoration or perpetuation of a U.S. public survey corner.
(2) “Relative positional accuracy” means the length of the semi-major axis, expressed in feet or meters, of the error ellipse representing the uncertainty due to random errors in measurements in the location of the monument, or witness, marking any corner of the surveyed property at the 95 percent confidence level, 2 standard deviations; and is estimated by the results of a correctly weighted least squares adjustment of the survey.
(3) “Survey report” means a report that may be prepared when there is an existing map recorded or filed within 2 years of the certification of the map and no new monuments are established in the survey. A survey report shall include the purpose of the survey, information concerning the documents that were examined for the survey, the measurements that were made to verify the locations of the monuments found, and a copy of the map that was recorded or filed. The survey report shall be in compliance with all sections of this chapter except ss. A-E 7.05 (1), (2), (3) and (4).
Section 4.   A-E 7.03, 7.04, and 7.05 are repealed and recreated to read:
A-E 7.03 Boundary location. Every property survey shall be made in accordance with the records of the register of deeds as nearly as practicable. The surveyor shall acquire data necessary to retrace record title boundaries such as deeds, surveys, maps, certificates of title, highway, and center line or right-of-way lines and other boundary line locations. The professional land surveyor shall make field measurements necessary for the location of the parcel and shall analyze the data and make a careful determination of the position of the boundaries of the parcel being surveyed. The professional land surveyor shall set monuments marking the corners of the parcel unless monuments already exist at the corners.
  7.04 Descriptions. Descriptions defining land boundaries created by a land surveyor for conveyance or to more accurately delineate land boundaries, or for other purposes shall be complete, providing unequivocal identification of lines or boundaries. The description shall contain necessary references to adjoiners together with data and dimensions sufficient to enable the description to be mapped and retraced and shall describe the land surveyed by government lot, recorded private claim, quarter-quarter section, section, township, range and county. The forms of descriptions of property shall be one of the following:
  (1) By metes and bounds commencing with a monument at a section corner or quarter section corner of the quarter section that it is in and not the center of the section or commencing with a monument at the end of a boundary line of a recorded private claim or federal reservation in which the land is located.
  (2) By land boundaries being surveyed as a platted lot or outlot in a recorded subdivision or recorded addition to a recorded subdivision, the lots or outlots in that plat shall be described by the name of the plat and the lot or outlot and the block in the plat for all purposes, if such document is previously tied to two corners of the original government survey.
  (3) By land boundaries being surveyed as an existing lot, outlot or parcel, on a recorded certified survey map, the survey shall be described by lot, outlot or parcel number and certified map number for all purposes, if such document is previously tied to two corners of the original government survey.
  (4) By the parcel described as an aliquot part of a section subdivision from the public land system, the existing legal description is acceptable.
  7.05 Maps. A map shall be drawn for every property survey, unless a survey report is filed as provided in A-E 7.02 (1), showing information developed by the survey. The map shall:
  (1) Be drawn on media with the minimum size of 8 ½ x 11 inches and to a commonly accepted scale which shall be clearly stated and graphically illustrated by a bar scale on each map sheet containing a graphical depiction of the survey unless otherwise required by law.
  (2) Be referenced as provided in s. 59.73 (1), Stats. along with a north arrow and reference to a monumented line.
  (3) Show the length and bearing of the boundaries of the parcels surveyed. Where the boundary lines show bearings, lengths or locations which vary from those recorded in deeds, abutting plats, or other instruments, there shall be the following note placed along such line, “recorded as (show recorded bearing, length or location)”. Curve data shall be shown by any 3 of the following: central angle, radius, long chord bearing and length, and arc length.
  (4) Describe all monuments or witness corners, intended to represent or reference corners of the survey, shall be shown and described as to size, shape, material, and their positions noted in relation to the survey corners and used for determining the location of the parcel and show by bearing and distance the relationship to the surveyed parcel and indicate whether such monuments were found or placed with all legend for all symbols and abbreviations used on the map.
  (5) Show visible physical evidence of possession, encroachments, or occupation each way from the exterior lines of the survey shall be shown and dimensioned and show visible evidence of structures, improvements, rights-of-way, and easements.
  (6) Show surveyed parcel bounded by water or inaccessible areas, the part shall be enclosed by a meander line showing complete data along all lines extending beyond the enclosure. The true boundary shall be clearly indicated on the map.
  (7) Identify the professional land surveyor’s business name and address, the person or entity for whom the survey was made, completion date of the field work, and description of the parcel as provided in s. A-E 7.04.
  (8) Bear the stamp or seal, name and business address and signature of the professional land surveyor under whose direction and control the survey was made with a statement certifying that the survey complies with this chapter and is correct to the best of the professional land surveyor’s knowledge and belief.
  (9) Be filed as required by s. 59.45 (1), Stat., on media or electronically if acceptable by the county.
  (10) Identify boundary lines on the survey. Boundary lines shall be clearly differentiated from other lines on the map.
  (11) Coordinate values when shown on the face of the map they shall comply with and be subject to the provisions of s. 236.18, Stats., and include coordinate system, datum and adjustment.
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