Network corrected real-time is a technological approach to high precision GPS/ GNSS positioning that has been theorized about, studied, experimented with, and implemented in various academic, scientific, and commercial forms for nearly a decade.
Click Here to begin the series,
or view the Article PDF's Here
Test Yourself
Got Answers?
Test your knowledge with NCEES-level questions. Start HERE
Meet the Authors
Check out our fine lineup of writers. Each an expert in his or her field.
The Quasi-judicial Functions of the Land Surveyor: Part I: Junior-Senior Rights
Written by Paul A. Cuomo, LS
Wednesday, 31 August 2005
A 715Kb PDF of this article as it appeared in the magazine—complete with maps—is available by clicking HERE
As surveyors, we often encounter discrepancies between record and measured values. Commonly we find excess or deficiency in the dimensions of a parcel that has been subsequently subdivided by deeds, thereby creating apparent gaps or overlaps between the newly created parcels. The adjoining property owners are usually not aware of the discrepancy until one of them has a survey.
The issue of an apparent overlap is one that most survey professionals including authors of standard survey textbooks deal with easily. Professional responsibility demands that the surveyor examine the chain of title, determine the order in which the deeds were executed and identify the junior/senior rights. He or she then allocates to the senior parcel(s) the full measure conveyed, with any excess or deficiency falling upon the junior parcel(s).
The issue of an apparent gap is one with which many (Including some textbook authors) are less comfortable. The issue should be analyzed in light of the rules that our courts have announced. Where there are conflicting title elements the law declares the order of importance:
1) Right of Possession
2) Senior Right
3) Written Intentions of the Parties to the Transaction
As an example, if Brown conveys the "W'ly 330.00 feet of Lot 7" to Green, later conveying the "E'ly 300.00 feet of Lot 7" to Grey, and the record shows that the east-west dimension of Lot 7 is 630.00 feet, it is obvious that Brown intended to convey all his interest in Lot 7 (see Figure 1). If Lot 7 subsequently measures 633.00 feet, the surveyor would locate the line between Green and Grey at 330.00 feet from the west line of Lot 7. Grey would own the E'ly 303.00 feet of Lot 7. In Adams v. Wilson, 137 Ala. 632 (1902) and Bloch v. Pfaff, 101 Mass. 535 (1869), the courts ruled "where the parts of lots are conveyed without reference to a plat or there is nothing in the deeds to indicate a purpose to divide the land in some definite proportion any excess in the quantity of the land must go to the last grantee and any deficiency must be borne by him." To hold that Brown still owned the three-foot "gap," you have to believe that he intended to keep the excess, which he did not know existed.
Two exceptions to the above stated principle may exist. First, in Writing Legal Descriptions Gurdon Wattles states, “If Parcels A and B were sold simultaneously, or within a few months of each other, it has been held in some cases that the gap should be prorated between them, also on the theory that the common owner never meant to keep any of the lot from his sale but intended to divest his interest on the proportionate basis of the two deeds.” In Ogden’s Revised California Real Property Law Arthur Bowman states, “Any surplus or deficiency is apportioned when it appears that the conveyances were intended to embrace the entire tract, as in the case of division by partition or by conveyances all executed at the same time.” He adds, “It is reasonable to presume that a grantor who divides and conveys a lot to two persons, by descriptions that would join if the lot were of the size shown by the records, did not intend to retain title to a narrow strip of surplus land shown by subsequent measurements to exist.”
In essence, the courts are treating the parcels as having been created simultaneously, rather than sequentially. Black’s Law Dictionary defines simultaneous as “a word of comparison meaning that two or more occurrences or happenings are identical in time.” It also defines identical as “Exactly the same time for all practical purposes.” The problem that the surveyor faces is how much time has to elapse before the parcels are not considered as being conveyed simultaneously.
I disagree with Wattles that parcels conveyed within “a few months of each other” could be considered as being created simultaneously. But what is the cut-off? If possession has not taken place and the surveyor has a question about the interpretation of the deeds, it would be prudent to meet with the adjoiners and suggest a Boundary Line Agreement.
As with other matters in boundary determination, the surveyor must first gather all of the evidence. The question is, what was the true intention of the parties on the date of conveyance? If the grantor met with the subsequent grantees and they (collectively) agreed to the division (descriptions), proration would be reasonable since the agreement was simultaneous despite the fact that the deeds were sequential.
The second exception can occur when the gap is large and/or has a separate economic viability. As an example, Brown owns a tract of land with a record area of 800 acres. He conveys the “west 450 acres” to Green and the “east 350 acres” to Grey at a later date (see Figure 2). When the tract is surveyed, it is found to have 840 acres. As previously discussed, if the gap is small I would not hesitate saying it belonged to Grey. The question is, what is small? Forty additional acres added to an original 45 acres would not be “small,” but what if they are added to an original 350 acres (more than 10% difference)? I would be hard pressed to say that Grey would gain that much land (40 acres). I would contact Brown or Brown’s heirs and, if he or his heirs had no interest in the land, (unlikely), suggest that a portion be conveyed to Green and a portion to Grey in proportion to the original areas conveyed.
In summary, surveyors deal constantly with excess and deficiencies in measurements of parcels that have been sequentially subdivided. When these discrepancies are minor, the law requires that the senior deed receives its full deeded quantity (no more, no less) and that the remainder goes to the junior parcel or parcels. However, when the discrepancy is large or when the supposedly sequentially created parcels take on the elements of a simultaneous conveyance, other methods of distributing
the excess or deficiency must be looked at. Whenever title is confused or alternate locations are reasonable, the professional surveyor has a duty to attempt to assist the parties in reaching a mutually acceptable resolution.
Stay tuned for Part Two, in which I will discuss how to determine senior rights and how senior rights can change.
Author's note: I would like to thank my mentor, Chuck Karayan, for reviewing this article.
Paul A. Cuomo is President and owner of both Pacific Land Seminars, Inc., and Paul Cuomo Press, Inc. Licensed in California since 1973, he was a surveyor for the CA Division of Highways from 1958-1980, and was employed as Deputy Surveyor of Orange County from 1980-1993. He currently serves as a boundary consultant, instructor, and expert witness, and has authored and co-authored numerous surveying publications.
Editorial: Surveyors Get the Point
For me, the 6th annual ESRI Surveying and Engineering Summit represented a sea-change. While earlier meetings I attended were designed to attract surveyors into the world of GIS, the trend has taken hold and surveyors everywhere are busy incorporating GIS into their work flows. I like the way .... Read the Article
Point to Point: Can Retracements Be Confidential?
Do your clients have a right to expect that the survey you conduct for them will be confidential? Let's assume for a moment that mandatory survey recording laws did not exist (and indeed, they do not exist in most areas) and that no other obligation to divulge the results of the .... Read the Article
WowFactor: TPC Desktop 2008 Global Background Clearing
TPC Desktop 2008 is all about making it easier to work with your survey data and drawings. It's about doing less work and getting more done. Their new Global Background Clearing is a good example. We put a lot of information on drawings. Take a typical ALTA or site survey-- they can ... Read the Article
Wildfire Maps Keep Agency Missions Blazing Forward
Blazing out of control wildfires have been sweeping across northern California this summer just as they did last fall in the southern region of the state and many times previously, leaving in their path death and destruction. These fires are ... Read the Article
Applanix: Solutions for Mobile Mapping and Positioning
It's a given that Global Navigation Satellite Systems (GNSS) don't work everywhere, for example if the signals are sufficiently blocked by such things as tree canopy, or urban canyons. Because of the need to locate things everywhere, a great deal of .... Read the Article
RTN-101: Mapping (Part 14)
Much of what surveyors do is essentially mapping, and much of mapping is/could/ would/should be characterized as surveying. But what certainly raises the blood pressure of many surveyors is when one puts the two terms in the same sentence, as I have just done. The debate over.... Read the Article
The Marriage of GIS and Land Surveying (No Shotgun Needed)
Too often the GIS professional and the surveyor are at odds; a hoity-toity GIS guy looks askance at a muddy-booted surveyor who wants to pin him down on accuracy and ... Read the Article
Software Review: I-Site Studio 3.0 and 4400 Laser Scanner
It seems that every surveying magazine now overflows with stunning 3D images of everything from people, to cars, to historic landmarks, to infrastructure. Point clouds of intricate structures and shapes naturally captivate the geometrically adept mind. But what about the ... Read the Article
Product Review: SECO Poles and Prisms
Tired of prism pole slippage and non-adjustable prism pole bubble levels? Tired of tilting prism target assemblies that slip as you are walking back to the instrument or having to lift the prism pole out of the bipod ring, or not being able to adjust the "spring" out of ... Read the Article
Vantage Point: If Not Now, When?
June was a difficult month. A friend less than a year older than I am quickly succumbed to a resurgence of breast cancer. A colleague three years younger suddenly died of complications related to diabetes, although he had looked fine just a few months ago when I last saw him. Such events make ... Read the Article
Surveying `Da Situation: The Last Straw
It is bad enough that we've already had to endure months of election campaign rhetoric, but I read an article awhile back that was the last straw. I happened to be scanning the newspaper when I came across a piece reporting that the rock star Bruce Springsteen had ... Read the Article
• 15th Annual GeoTech - October 7-8, 2008, NOAA’s Auditorium and Science Center in Silver Spring, MD. Hosted by Potomac Region of the American Society of Photogrammetry and Remote Sensing and co-hosted by the NGS, 1 day of Workshops taught by experts, and 1 day of Technical sessions.,
• GITA's First Annual GIS for Oil & Gas Conference - Calgary - Nov. 6-7, 2008, Calgary Marriott Hotel, Calgary, Alberta, Canada. The GIS for Oil & Gas Calgary Conference will build on the momentum from GITA’s GIS for Oil & Gas Conference held in Houston, Texas, every September.
• GITA's “How to Financially Justify Your Geospatial Projects” Two-day Workshop - Nov. 13-14, 2008 in Denver, Dec. 11-12, 2008 in Tampa. All types of organizations now have a unique opportunity to learn from GITA’s landmark research project, “Building a Business Case for Geospatial Information Technology: A Practitioner’s Guide to Financial and Strategic Analysis.”
• Geography in Las Vegas - March 22–27, 2009. Join 8,000 geographers, GIS specialists, and environmental scientists from around the world in Las Vegas for the very latest in research, policy, and applications in geography, sustainability, and GIScience, during the annual conference of the Association of American Geographers.
• California Land Surveyors Association 2009 Conference - March 28-April 1, 2009, Hilton San Diego Resort (Mission Bay).
This e-mail address is being protected from spam bots, you need JavaScript enabled to view it
, (707) 578-6016.
• SPAR 2009 - March 30- April 1, 2009, Hyatt Regency Hotel, Denver, Colorado. SPAR 2009 will focus on best practices for using 3D imaging technologies to design and deliver capital projects as well as operate, modify and maintain production, manufacturing and infrastructure assets.
Reach our audience of Professional land surveyors and Geo-Technology professionals with your career ad. Feel free to contact us if you need additional information.