SURCON QUESTION: THE FIGURE BELOW IS A PLOT OF LAND
BELONGING TO MR. JOHN AKPEGHE. HE HAS APPROACHED YOU FOR THE PIECE OF LAND TO
BE DIVIDED EQUALLY BETWEEN HIS TWO SONS SUCH THAT THEY HAVE EQUAL FRONTAGE ON
ONE BOUNDARY LINE (DE) ABUTTING EDO TEXTILE MILL ROAD.
(A) EXPLAIN IN DETAIL WITH DIAGRAM, HOW YOU WOULD ACCOMPLISH THE TASK UP TO
THE POINT OF SETTING OUT THE DATA ON THE GROUND
(B)
LIST THE INFORMATION THAT SHOULD
APPEAR ON THE DEED PLANS TO BE PRODUCED
ASSUMPTION: THE PIECE OF LAND IS A
CLOSED TRAVERSE WITH KNOWN AREA AND THE BOUNDARY BEACONS ARE PLOTTED TO SCALE
BY COORDINATES.
We establish
a point F, midpoint between D and E. A line FA is drawn to corner A. so that
the two plots have equal frontage as shown in the diagram below.
The
coordinates of F can be derived from direction DE (az) and length DF (d), thus
Distance and
bearing of FA can be calculated from
Area ABCDFA
is calculated by coordinate method. Assuming the area is greater than the
required area, we move line FA to FG, being the correct position of the dividing
line. It then means that triangle FAG is the excess area, which is known.
Angle FAG (ά) can be derived from bearings of FA and FB. Therefore,
The
coordinates of G can be derived from direction AB (az) and length AG (d), thus
Setting out
G in the field can be done from A. setting instrument at A, we take orientation
from E or B and so set out G. position of G can be checked by finding out if it
falls in line AB, and if the computed distances AG and BG agree with measured
distances.
Information that should appear on the
title deed plans include:
1.
Title
and location
2.
Scale
3.
Origin
/ Datum used
4.
North
arrow
5.
Size
(Area or Length)
6.
Contour
interval
7.
Coordinates
of control
8.
Coordinates
system
9.
Beacons
10.
Boundary
colour (in Red)
11.
Bearing
and distance colour and location on boundary line
12.
Units
(metre, degree, etc)
13.
Contour
colour (in brown)
14.
Connection
survey (key plan in blue)
15.
Features
drawn
16.
Water
body (in blue)
17.
Drawn
by who?
DISCLAIMER: This material
is only an attempt to answer an examination question, though written from a
background of solid knowledge and practical experience in Surveying and
Geoinformatics. It has not gone through peer review. Therefore, all views and
opinions expressed therein remain the responsibility of the author and do not
necessarily represent that of any institution. Feedback on corrections
and constructive criticisms are welcome. Thank you.
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