By Stephen V. Estopinal(auth.)
The nonsurveyor's definitive land survey sourcebook—now greatly up-to-date
over the past numerous a long time, the net has allowed people with a non-technical heritage to imagine extra regulate of land surveys. yet and not using a transparent realizing of ways to safely use land survey facts, and confronted with the demanding situations of speaking particular standards to a pro land surveyor, conflicts usually come up that bring about litigation.
A consultant to knowing Land Surveys bridges the ever-expanding verbal exchange hole among the clients of land boundary info land surveyors.
This critical advisor truly explains the features and strategies required in each survey (routine or otherwise), and the function of a surveyor of their research and re-establishment. it's a must-have source for identify legal professionals, paralegals, realtors, govt brokers, and others who depend upon the data collected and provided by way of land surveys.
Written in nontechnical language and supported by way of quite a few line drawings, A advisor to figuring out Land Surveys not just is helping readers achieve a robust familiarity with a survey, plat, or land description, yet permits them to thoroughly assessment it, discover any inadequacies, and make the correct changes to procure approval.
The 3rd version of A consultant to figuring out Land Surveys has been increased with thirty percentage new fabric and is totally up-to-date to mirror the most recent perform guidance and expertise, together with using GPS and GIS in land boundary re-establishment. additionally integrated is necessary new fabric on how know-how could be interpreted in assessing the standard and accuracy of a land survey.Content:
Chapter 1 objective of the e-book (pages 1–6):
Chapter 2 genuine estate on a around Planet (pages 7–18):
Chapter three Geometry (pages 19–32):
Chapter four Defining North (pages 33–42):
Chapter five Projection structures (pages 43–54):
Chapter 6 basics of Measurements (pages 55–88):
Chapter 7 Land checklist platforms (pages 89–122):
Chapter eight the worldwide Positioning procedure (GPS) (pages 123–130):
Chapter nine The Geographic details process (GIS) Revolution (pages 131–134):
Chapter 10 Boundary restoration (pages 135–146):
Chapter eleven comparing Survey Plats (pages 147–172):
Chapter 12 workouts in comparing Survey Plats (pages 173–202):
Chapter thirteen Writing criminal Descriptions (pages 203–218):
Chapter 14 routines in Writing Deed Descriptions (pages 219–226):
Chapter 15 Ethics behavior (pages 227–230):
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Additional info for A Guide to Understanding Land Surveys, Third Edition
TANGENT PLANE PROJECTIONS 45 to look down through the glass from directly above the globe, features on the globe would be visible. These features could then be traced on the glass in their apparent positions as observed from above. The tracings on the glass would be a map of those portions of the globe visible from above. The features mapped would become increasingly distorted as the distance from the point of tangency increased. The area very near the point of tangency would have minimum distortion and, depending on size and precision requirements, could become a very serviceable two-dimensional map of that portion of the globe.
This “hidden cost” limits the cost effectiveness of tangent plane projection surveys to very small, usually urban, parcels, where boundary lines are well established, clearly marked, and well maintained. Because the area surveyed under a tangent plane system must be kept quite small, or the factors ignored by the system will result in unacceptable irregularities, this eliminates the tangent plane system for use in large-tract surveys, highway routing, and state- or county-level property accounting.
2 “Clockwise” is defined as a turn to the right from the meridian, and “counterclockwise” is defined as a turn to the left. 8. BEARINGS 39 of bearings, the reporter defines lines as being east or west of north, or east or west of south. This method is easily comprehended and widely favored by most users of real property information. 2. ” The bearing to “C” is north 30 degrees east. ” The bearing to “A,” therefore, is south 30 degrees west. The bearing of land line “A–C” could be reported as being north 30 degrees east or as being south 30 degrees west.