Chapter 7 - Property - Revision history

MelasiN: /* 7.3 PLSS & Land Corner Preservation */ Text Edits

2021-04-30T14:33:06Z

7.3 PLSS & Land Corner Preservation: Text Edits

MelasiN: /* 7.1 General */ Text Edits

2021-04-30T14:32:25Z

7.1 General: Text Edits

Lacrossd1 at 10:54, 28 September 2016

2016-09-28T10:54:53Z

Lacrossd1 at 10:44, 28 September 2016

2016-09-28T10:44:40Z

Lacrossd1 at 16:23, 14 June 2016

2016-06-14T16:23:52Z

Lacrossd1 at 15:26, 14 June 2016

2016-06-14T15:26:56Z

Lacrossd1 at 14:26, 5 November 2015

2015-11-05T14:26:41Z

Wilkersonj1 at 19:43, 8 October 2015

2015-10-08T19:43:48Z

Lacrossd1 at 16:51, 5 October 2015

2015-10-05T16:51:45Z

Lacrossd1: Created page with "==7.1 PLSS & Land Corner Preservation== {{Create_Content|due_date= Fall 2015}} {{top}}"

2015-05-18T18:32:00Z

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==[[#7.1 PLSS & Land Corner Preservation|7.1 PLSS & Land Corner Preservation]]==

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 ==[[#7.3 PLSS & Land Corner Preservation|7.3 PLSS & Land Corner Preservation]]==
-*[http://mdotwiki.state.mi.us/construction/index.php/821_-_Preservation_of_Land_Monuments_and_Property_Corners Section 821] of the 2012 Standard Specifications for Construction directs activities relative to the preservation of Public Land Survey Corners, property controlling corners and legal alignment control points.  Many of Michiganâ€™s roadways intersect or run along section lines, meaning Public Land Survey Corners are often within the roadway or right-of-way.  Additionally, geodetic control marks, legal alignment control points and property markers are often in or along the right-of-way.  These marks have significant value to Michiganâ€™s infrastructure and cadastral system and their position must be preserved or protected regardless of construction impacts.
+*[http://mdotwiki.state.mi.us/construction/index.php/821_-_Preservation_of_Land_Monuments_and_Property_Corners Section 821] of the 2012 Standard Specifications for Construction directs activities relative to the preservation of Public Land Survey Corners, property controlling corners and legal alignment control points.  Many of Michigan's roadways intersect or run along section lines, meaning Public Land Survey Corners are often within the roadway or right-of-way.  Additionally, geodetic control marks, legal alignment control points and property markers are often in or along the right-of-way.  These marks have significant value to Michigan's infrastructure and cadastral system and their position must be preserved or protected regardless of construction impacts.
 *Public Land Survey Corners are required, by statute, to be preserved in compliance with [http://legislature.mi.gov/doc.aspx?mcl-act-74-of-1970 PA 74 of 1970, as amended], which includes the preparation and filing of a Land Corner Recordation Certificate.  Failure to preserve or protect a corner is punishable by a misdemeanor.  Geodetic control, legal alignment control points, and property markers are also used in determining the right-of-way and vertical datum for projects, and should  be treated the same as Public Land Survey Corners.
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 ==[[#7.1 General|7.1 General]]==
-This section contains Government Corner and Property information.  This information is used to identify ownership of parcels affected by the project and to prepare legal descriptions for deeds, easements and agreements.  Included are recorded Land Corner Recordation Certificates (LCRCâ€™s), plats, tax mapping and tax parcel descriptions, recorded and unrecorded surveys by local surveyors, and all measurements and calculations relating property monuments found or set during the survey and tied to the coordinate system of the project.
+This section contains Government Corner and Property information.  This information is used to identify ownership of parcels affected by the project and to prepare legal descriptions for deeds, easements and agreements.  Included are recorded Land Corner Recordation Certificates (LCRC's), plats, tax mapping and tax parcel descriptions, recorded and unrecorded surveys by local surveyors, and all measurements and calculations relating property monuments found or set during the survey and tied to the coordinate system of the project.
 All existing property corners and monuments from plats and other previous surveys within the project area must be tied into the survey coordinate system by measurements and their positions computed on the project control system.  Significant differences between the project measurements and record data must be resolved and explained by the surveyor in the project report.

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 *[http://mdotwiki.state.mi.us/construction/index.php/821_-_Preservation_of_Land_Monuments_and_Property_Corners Section 821] of the 2012 Standard Specifications for Construction directs activities relative to the preservation of Public Land Survey Corners, property controlling corners and legal alignment control points.  Many of Michiganâ€™s roadways intersect or run along section lines, meaning Public Land Survey Corners are often within the roadway or right-of-way.  Additionally, geodetic control marks, legal alignment control points and property markers are often in or along the right-of-way.  These marks have significant value to Michiganâ€™s infrastructure and cadastral system and their position must be preserved or protected regardless of construction impacts.
 *Public Land Survey Corners are required, by statute, to be preserved in compliance with [http://legislature.mi.gov/doc.aspx?mcl-act-74-of-1970 PA 74 of 1970, as amended], which includes the preparation and filing of a Land Corner Recordation Certificate.  Failure to preserve or protect a corner is punishable by a misdemeanor.  Geodetic control, legal alignment control points, and property markers are also used in determining the right-of-way and vertical datum for projects, and should  be treated the same as Public Land Survey Corners.
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+All PLSS corners as well as any property corners within the Right-of-Way must be recovered or re-established and tied to the coordinate system of the project.  If PLSS corners outside the Right of Way are required or used, such corners will also be tied to the coordinate system of the project and a valid LCRCs must be included in the portfolio.  Standards for surveying intermediate project control will be applied.  The Professional Surveyor in charge must prove the location of existing monuments.  Any lost or obliterated corners must be re-established by proper methods when required for purchase of Right of Way.
-==[[#7.1 PLSS & Land Corner Preservation|7.1 PLSS & Land Corner Preservation]]==
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	==[[#7.1 PLSS & Land Corner Preservation\|7.1 PLSS & Land Corner Preservation]]==		==[[#7.1 PLSS & Land Corner Preservation\|7.1 PLSS & Land Corner Preservation]]==