HOUSE BILL No. 5936 June 11, 1998, Introduced by Rep. Kukuk and referred to the Committee on Local Government. A bill to amend 1970 PA 132, entitled "An act to provide for the filing of surveys in the office of the register of deeds relative to land divisions; and to prescribe the conditions of the survey," by amending sections 1, 2, and 3 (MCL 54.211, 54.212, and 54.213), section 2 as amended by 1988 PA 24 and section 3 as amended by 1992 PA 183, and by adding section 1a. THE PEOPLE OF THE STATE OF MICHIGAN ENACT: 1 Sec. 1. (1)Whenever lands are surveyed into 4 parcels or2less, or a greater number when such parcels are of 10 acres or3more, or any boundary survey where permanentUPON THE SURVEY OF 4 A PARCEL OF RECORD, IF SUCH SURVEY MEETS THE REQUIREMENTS OF THIS 5 ACT, AND UPON MONUMENTATION OF THE corners,are monumented, a6certified copy mayA CERTIFICATE OF SURVEY SHALL be recorded in 7 the office of the register of deeds in the county in which the 00293'97 LBO 2 1 land is situated., if such survey meets the requirements of2this act.3 (2)If a survey is made for the purposes of describing the4parcel in a conveyance of title, a certified copy of that survey5shall be recorded at the time of recording the conveyance of6title withA CERTIFICATE OF SURVEY IS REQUIRED OF ANY LAND DIVI- 7 SION CREATING A NEW PARCEL. THE SURVEYOR SHALL SUBMIT A CERTIFI- 8 CATE OF TITLE TO the register of deeds FOR RECORDING in the 9 county in which the land is situated. The requirements of this 10 act are in addition toAct No. 288 of the Public Acts of 1967,11as amended, being sections 560.101 to 560.923 of the Compiled12Laws of 1948THE REQUIREMENTS IMPOSED IN THE SUBDIVISION CONTROL 13 ACT OF 1967, 1967 PA 288, MCL 560.101 TO 560.293. Land platted in 14 accordance withAct No. 288 of the Public Acts of 1967 , as15amended,THE SUBDIVISION CONTROL ACT OF 1967, 1967 PA 288, MCL 16 560.101 TO 560.293, or land previously surveyed and recorded and 17 for which no change in boundary description is made from a previ- 18 ously recorded surveyneedIS not REQUIRED TO be recorded. 19Surveys solely for mortgage certificate purposes need not be20recorded.21 SEC. 1A. AS USED IN THIS ACT: 22 (A) "BOARD" MEANS THE BOARD OF PROFESSIONAL SURVEYORS, AS 23 ESTABLISHED BY SECTION 2002 OF THE OCCUPATIONAL CODE, 1980 PA 24 299, MCL 339.2002. 25 (B) "CERTIFICATE OF SURVEY" MEANS THE DOCUMENT THAT IS 26 RECORDED WHICH COMPLIES WITH AND CONTAINS ALL OF THE PROVISIONS 27 OF THIS ACT. 00293'97 3 1 (C) "CORNER", UNLESS OTHERWISE QUALIFIED, MEANS A PROPERTY 2 CORNER, A PROPERTY CONTROLLING CORNER, A PUBLIC LAND SURVEY 3 CORNER, OR ANY COMBINATION AS ESTABLISHED IN THE CORNER RECORDA- 4 TION ACT, 1970 PA 74, MCL 54.201 TO 54.210D. 5 (D) "DURABLE MEDIA" MEANS MEDIA AS ESTABLISHED IN THE 6 RECORDS MEDIA ACT, 1992 PA 116, MCL 24.401 TO 24.403. 7 (E) "MONUMENT" MEANS A MARKER THAT OCCUPIES THE POSITION OF 8 A CORNER WHICH POSSESSES OR IS MADE TO POSSESS A MAGNETIC FIELD 9 AS ESTABLISHED IN THE CORNER RECORDATION ACT, 1970 PA 74, MCL 10 54.201 TO 54.210D. 11 (F) "PARCEL" MEANS AN AREA OF LAND IDENTIFIED BY A LEGAL 12 DESCRIPTION. 13 (G) "REFERENCE MONUMENT" MEANS A MONUMENT THAT DOES NOT 14 OCCUPY THE SAME GEOGRAPHICAL POSITION AS THE CORNER ITSELF BUT 15 WHOSE SPATIAL RELATIONSHIP TO THE CORNER IS RECORDED AND WHICH 16 SERVES TO WITNESS THE CORNER. 17 (H) "SURVEYOR" MEANS A PROFESSIONAL SURVEYOR WHO IS LICENSED 18 TO ENGAGE IN THE PRACTICE OF PROFESSIONAL SURVEYING UNDER THE 19 OCCUPATIONAL CODE, 1980 PA 299, MCL 339.101 TO 339.2721. 20 (I) "TRAVERSE LINE" MEANS A RANDOM LINE ESTABLISHED BY ANGU- 21 LAR AND LINEAR MEASUREMENTS. 22 Sec. 2. (1)TheA survey shall be performed and themap23 CERTIFICATE OF SURVEY prepared by alandsurveyor licensed in 24 this state. 25 (2)All cornersUNLESS PREVIOUSLY MONUMENTED, MONUMENTS 26 shall bemonumented in the field with permanent markers which27possess a magnetic field unless previously monumented with iron00293'97 4 1stakes, capped with some device legiblyINSTALLED AT ALL 2 PROPERTY CORNERS AND LEGIBLY CAPPED showing the license number of 3 thelicensed landsurveyor placing them., and shall include4points of intersection of boundary or lot lines with highways,5streets, alleys, section lines, and meander lines, and corners of6the United States public land survey from which the parcel or7parcels are described.WHERE A PROPERTY CORNER CANNOT BE PHYSI- 8 CALLY INSTALLED, ANY REFERENCE MONUMENT INSTALLED SHALL BE LEGI- 9 BLY CAPPED SHOWING THE LICENSE NUMBER OF THE SURVEYOR. THE RELA- 10 TIONSHIP OF THE REFERENCE MONUMENT TO THE ACTUAL CORNER LOCATION 11 SHALL BE SHOWN ON THE MAP. 12 Sec. 3. (1)The map shall be prepared on durable white13paper 8-1/2 inches wide by 14 inches long. Lines on a map shall14be made with nonfading black ink on a scale of not more than 50015feet to an inch the scale shall be shown on the map. The map may16instead be prepared on tracing cloth or paper, and a true scale17 A CERTIFICATE OF SURVEY SHALL CONSIST OF A MAP AND SURVEYOR'S 18 STATEMENT PRODUCED ON DURABLE MEDIA 8-1/2 INCHES WIDE AND 14 19 INCHES LONG AND SHALL COMPLY WITH AT LEAST THE FOLLOWING: 20 (A) BE MADE TO A SCALE OF NOT MORE THAN 1:6,000. 21 (B) HAVE LINES AND LETTERING THAT ARE REPRODUCIBLE, PER- 22 MANENT, AND BLACK IN COLOR. 23 (C) BE PREPARED ON TRACING CLOTH, VELLUM, MYLAR, OR A repro- 24 duction of the map pursuant to the records media act,may be25recorded1992 PA 116, MCL 24.401 TO 24.403. 26 (2) The map DESCRIBED IN SUBSECTION (1) shall include all of 27 the following: 00293'97 5 1 (a) A certificate OF SURVEY signed and sealed by the 2 licensedlandsurveyor who surveyed and mapped the parcel or 3 parcels,typed, lettered, or reproduced legibly with nonfading4ink,giving a clear, concise description of the land surveyed by 5 bearings and distances, commencing withsomeA corner marked 6 and established in the United States public land survey, OTHER 7 ORIGINAL SURVEY SYSTEM, or reestablished in accordance with 8 accepted methods. The certificate OF SURVEY shall also include 9 the ratio of closure of latitudes and departures, which shall be 10 within limitsacceptedESTABLISHED by theprofession of land11surveying,BOARD andcertificationA STATEMENT by the 12licensed landsurveyor that the requirements of this section 13 have been met. 14 (b) The BEARING AND LENGTH OF EACH LINE OF THE exterior 15 boundaries of the land surveyed and divided, together with the 16 line or lines leading to the United States public land survey 17 corner,orcornersOTHER ORIGINAL SURVEY SYSTEM CORNER, from 18 which the land is described. A boundary along a lake or stream 19 shall bedefined byREFERENCED TO ameanderTRAVERSE line 20 connecting thesideboundaries of the parcel. If a lot in a 21 recorded subdivision is divided, the exterior boundaries of the 22 lot surveyed and divided shall be referenced to existing lot 23 corners and the controlling monuments used for that survey. 24 (c) If the boundary of the parcel follows or parallels a 25 section line, the section lineshall beAS defined at its 26 extremities bya cornerCORNERS established in the United 27 States public land survey, OTHER ORIGINAL SURVEY SYSTEM, or 00293'97 6 1 reestablished pursuant to accepted methods. Each corner of the2United States public land survey shall be duly witnessed to a3permanent object and the kind of object and the bearings and dis-4tances to it, together with the kind and material of monumenta-5tion marking the corner, shall be shown on the map.WITH ITS 6 ACCESSORIES AS REQUIRED BY THE CORNER RECORDATION ACT, 1970 PA 7 74, MCL 54.201 TO 54.210D. 8 (d)AIF A curved boundary or a curved highway, street, or 9 lot line,AND if the curve is contained within the line, 10shall beAS defined by the points of curvatureand tangency11 and compound curvature, central angle, length of arcs,degree of12curvatureRADIUS, BEARING, and lengthand bearingof the 13longchord, or, if the curve is only partially contained within 14 the line, by the length of arc along the curve,degree of15curvatureRADIUS, AND BEARING, and lengthand bearingof the 16shortchord, or by traverse courses and distances if the curve 17 is not regular. 18 (e) If an exterior boundary lineshowsSHOWING a bearing 19 or length that varies from that recorded in an abutting plat or 20certifiedCERTIFICATE OF survey, the following note shall be 21 placed along the line "recorded as (show bearing or length or 22 both)". 23(f) The length and bearing of each line.24 (F)(g)TheexactRIGHT-OF-WAY width ofeachA street, 25 highway, AND alley., and easement.26 (G)(h)The distance on a boundary or lot line from the 27 point of intersection with ameanderTRAVERSE line to apparent 00293'97 7 1 ordinary high water line of Great Lakes waters and to the water's 2 edge of inland lakes and streams. 3 (H)(i)A north point properlylocatedORIENTED. 4 (3)(2) CertifiedCERTIFICATE OF survey maps prepared pur- 5 suant to this section shall be accepted, upon payment of the reg- 6 ular fee schedule as provided in section 2567(1)(a) of the 7 revised judicature act of 1961,Act No.1961 PA 236,of the8Public Acts of 1961, being sectionMCL 600.2567,of the9Michigan Compiled Laws,shall be numbered consecutively by the 10 register of deeds, shall be recorded in bound volumes, or in a 11 manner adapted to a system of preserving records pursuant to the 12 records media act, 1992 PA 116, MCL 24.401 TO 24.403, and known 13 as the "certified survey maps of .............. county", and 14 shall become a part of the land records of the county. A sepa- 15 rate card file shall bekept showingINDEXED by section, town- 16 ship, and range OR BY OTHER ORIGINAL SURVEY SYSTEM and also by 17 title of recorded plat if a resurvey within such plat, the 18designating numberPARCEL DESIGNATION, liber, and page of the 19 certified maps IS filed in the bound volume, or other record. 20 (4)(3)If acertifiedCERTIFICATE OF surveymapis 21 recorded pursuant to this section, the parcels of land in the map 22 may be described with asupplementalreference to thenumber23 PARCEL DESIGNATION of the survey, the volume and page where 24 recorded, and the name of the county, for all purposes, including 25 assessment, taxation, devise, descent, and conveyance. 00293'97 Final page. LBO