CADASTRAL SURVEYING 1 FOR POLYTECHNIC geomatic
AUTHORS :
FAIZAL BIN ABU SAMAH SR.SHADATUL SHILA BINTI SHARUDDIN SR. ASIAH BINTI ABDUL SATAR POLITEKNIK SULTAN HAJI AHMAD SHAH, KUANTAN
CADASTRAL SURVEYING 1
Faizal
Sr.
Bin
Abu
Shadatul
Samah
Shila
Binti
Sharuddin
Sr.
Asiah
Binti
Abdul
Satar
DECLARATION
All
rights
any
reserved.
means
No
including
part
of
this
photocopy,
publication
recording
may
or
any
be
reproduced
information
in
any
storage
form
and
or
by
retrieval
system, without permission from JPPKK KPTM.
APPRECIATION
The
highest
Surveying
gratitude
1
published
For
as
Geomatics
a
to
Allah
Polytechnic
guide
or
throughout
SWT
E-Book
reference
the
because
was
for
Malaysian
with
His
permission,
successfully
all
lecturers
Polytechnic
published.
and
for
this
This
students
the
Cadastral
of
Cadastral
E-Book
is
Diploma
in
Surveying
1
course.
In
assisting
lecturers
and
students
in
obtaining
additional
references
to
delve
into
each topic in this course, as an initial effort this e-book is one of the side references, in
addition
to
Mapping,
the
Acts
National
Land
relating
to
Code,
land
Circulars
of
the
measurement
Director
and
General
management
of
Survey
and
other
and
key
references in used.
On
behalf
POLISAS
of
the
authors,
E-Learning
publication.
we
would
Portfolio
Hopefully
this
for
like
to
their
handbook
can
express
our
efforts
be
put
in
to
deepest
appreciation
preparing
the
best
this
use
to
writing
by
all
the
and
writers,
academicians and students.
ABSTRACT
Cadastral
on
title
Surveying
survey,
according
to
techniques
of
production
of
Survey,
Field
land
the
1
For
Polytechnic
development
latest
collecting
Certified
Problems,
E-Book
process
regulations.
data
Plan
It
manually
(CP).
Refixation,
Partition & Amalgamation of Land.
This
and
provides
exposure
also
and
to
to
Reserved
on
Finish
consists
and
of
with
conduct
emphasizes
Field
e-book
Route
students
Right
Way
which
and
works
solving
concept
topics
of
knowledge
cadastral
problem
(F2F)
5
the
until
are
and
the
Tittle
Sub-Division,
STNETNOC FO ELBAT
02
DECLARATION APPRECIATION ABSTRACT
TOPIC 1 : LAND TITLE SURVEY
04 TOPIC 2 : FIELD PROBLEMS
21 TOPIC 3 : REFIXATION
24
32
38
TOPIC 4 : ROUTE SURVEY & RIGHT OF WAY
TOPIC 5 : SUB-DIVISION, PARTITION AND AMALGAMATION OF LAND
REFERENCES
41
TOPIC 1 : LAND TITLE SURVEY TITLE
A
SURVEY
Cadastral
registration
Measurement
of
title,
means
gazette,
the
boundary
survey
conducted
demarcation,
validation
for
the
purpose
boundaries
of
and
other
any
work
related land administration.
For
the
purposes
surveying
of
registration
land,
of
a
of
this
strata
title
for
Regulation,
and
the
stratum
disposal
cadastral
required
of
land,
by
measurements
law
written
subdivision,
in
include
connection
partition,
with
amalgamation
the
and
other measurements related to the title survey covering:
i.
Measuring,
checking,
changing,
refix
session
and
verify
the
boundary
marks
where
necessary
ii. Record the measurement data
iii. Provide a calculation
iv. Provides the Certified Plan
v. Measurement control.
CADASTRAL
NATIONAL
There
are
five
MEASUREMENT
LAND
UNDER
SECTION
396
CODE
requirements
in
section
396
NLC-related
measurements
for
the
purpose of issuing final title.
i. Determine the boundaries of the land with rights of line.
ii. Marking the boundary on the ground
iii. Calculate the land area
iv. Director of Survey provides the lot number
v.
Certified
Plan
showing
the
location
of
the
land,
borders,
boundary
dimensions, and lot number have been approved by the Director of Survey
marks,
CADASTRAL
“M”
correction
used
to
datum,
should
traverse
is
CORRECTION
bearing
be
given
if
there
the
true
meridian.
the
assumption
or
is
This
a
difference
usually
in
occurs
presumption
that
the
meridian
when
where
the
it
(orientation)
bearing
is
is
different
used
as
from
is
a
the
original bearing, such as those in the Certified Plan or the bearing of the observations
of the sun. It also occurred after correction of 'C' is given.
“Meredian difference, M = Bearing assumption - True Bearing”
If
the
differences
of
the
meridian
positive
(+),
then
the
correction
will
be
negative
and vice versa. “M” corrections are fixed; it is not cumulated as “C” correction.
1.
‘M’ CORRECTION FROM SUN – BEFORE AT FIRST LINE
Figure 1: ‘M’ Correction Before At First Line
(-),
2.
‘M’ CORRECTION FROM SUN – AFTER AT FIRST LINE
Figure 2: ‘M’ Correction After At First Line
3.
‘M’ CORRECTION FROM SUN – AFTER BESIDE FIRST LINE
James Kennedy November 25, 2019 BUS-MATH
Figure 3: ‘M’ Correction After Beside First Line
4.
‘M’ CORRECTION FROM PER ORIGINAL (P.O.)
James Kennedy November 25, 2019 BUS-MATH
Figure 4: ‘M’ Correction From Per Original (P.O.)
PRE-COMPUTATION
Pre-Computation
Plan
James Kennedy November 25, 2019 BUS-MATH
PLAN
is
describing
in
under
Director
General
of
Survey
and
Mapping Circular, No. 3 Year 2008, as followed below: -
“Pre-computation
Survey
and
plan
Mapping
means
or
a
plan
Licensed
of
the
Land
layout
of
Surveyor
lots
prepared
showing
by
the
Director
intended
of
new
boundaries and areas of those lots which are based on computation from existing
survey
data
and
other
relevant
data,
where
the
linear
misclosure
of
the
computation is not less than one part in 4000.
OBJECTIVES
Pre-Computation
OF
plans
PRE-COMPUTATION
prepared
for
facilitate
and
smoothen
the
implementation
of
the
survey jobs in which: -
i. The boundaries of the lot will be measured can be identified more accurately.
ii.
Problems
may
appear
when
a
Land
Surveyors
carry
out
the
measurement
based
on
a
measurement not performed can be reduced.
iii. Measure of land sub-division, particularly for applications as well as the delivery and the
alienated land in the temporary holding of title to be carried out properly.
iv.
Differences
position
and
area
of
land
between
the
approved
and
measured
can
be
detected.
PREPARATION
OF
PRE-COMPUTATION
PLAN
Plan provided the pre-computation accordingly based on the format as containing:
i. The exact title to explain the business involved.
ii.
Location
plan
drawn
to
scale
appropriate
to
the
show
title,
scale
and
north
indicator
as well as information that may help identify the lot as the boundaries and lot number or
lots
affected
by
the
proposed
business,
abuttal
and
numbers
of
lots
near
the
road
streets and their names and others.
iii.
Lot
Plan
or
the
original
lots
affected
by
the
proposed
business,
which
is
drawn
in
the
graphics field as an appropriate scale and class-based measurements will be carried out
to demonstrate: -
• Dimensions and bearings and wide lot or lots and lots proposed.
• The width of the road reserve / path, the width of the river deposits and other
savings.
• North indicator and scale.
• Other information necessary.
iv. Space and certain information on the text field
TYPE OF BOUNDARY MARKS AND ITS
SPECIFICATIONS
CONCRETE
Reinforced
millimetres
length
(mm)
STONE
not
with
less
SQUARE
than
centreline
not
600
With
less
long
than 75 mm which possess sign punch for
measure
and
600
80
GRANITE
mm
mm
broad,
high
which
120
mm
possess
sign punch for point station.
point station.
CONCRETE
Reinforced
cylindrical
70
mm
station.
length
with
and
STONE
1200
mm
centreline
having
sign
to
not
punch
CIRON
1800
less
for
mm
than
point
Not
less
than
PIPE
900
mm
with
centreline
between 25 mm to 50 mm and as good
as
possible
metal
so
wrapped
that
pipe
tar
rust
or
plated
resistant
with
and
hole in part on must be closed as good as
possible
concretely
for point station.
which
possess
sign
NAIL
Length
MARK
no
diameter
8
less
mm.
55
Nail
mm
head
ON
ROCK
with
having
Marked above rock surface by way punch
should
having
as
diameter 15 mm and had closing centreline
full
stop
chiseled
station
and
a
arrow
indicator
heading towards to that hole
46 mm also possess sign for point station .
IRON
Length
no
SPIKE
less
diameter
12
mm.
centreline
25
mm
station
100
SQUARE
mm
Head
and
with
spike
had
sign
having
should
for
4
point
CONCRETE
with measure 80 mm broad, 120 mm long
and 600 mm high which possess sign with
reinforced
for
point
station.
Concrete
foundation reinforced - 18-36 inches long
and
½
inch in diameter. It should be planted
into the concrete.
LOT
AREA
‘Lot’
means
a
piece
of
land
which
has
been
James Kennedy November 25, 2019 BUS-MATH
measured
the Chief Surveyor.
‘Lots
of
residential
property’
means
any
lot
of
land
and
used
given
or
a
lot
intended
number
to
be
by
used
for residential purposes
NLC (Section 396) of land have been measured if :-
i. Lines limit boundary was determined.
ii. Signs of the boundary was determined and marked on the ground.
iii. Its extent has been determined / calculated.
iv. No. lots have been granted.
v. Certified Plan for the lots has been approved by the Director of Survey
ALLOWABLE
SURVEYED
DIFFERENCE
BETWEEN
APPROVED
AND
AREA
The reception area had a measurable difference compared to the area approved
by the State Authority (SA) is as follows:
i. Does not exceed 5% of the area under 40 hectares;
ii. Not more than 2 hectares of area between 40 hectares and 200 hectares,
and
iii. Not exceeding 1% of the area exceeds 200 hectares
The
procedures
described
in
the
(i)
above
shall
not
apply
in
cases
where
the
measured lot bounded by the boundaries of time.
Differences
in
excess
of
the
limit
specified
in
the
(i)
above
shall
be
referred
to
by
the Land Administrator PBN through JTB PUPN or, where applicable.
THE
LIMITATION
OF
SHIFTED
COORDINATES
Comparison with the coordinates NDCDB made to ensure that the signs of the old
border used to measure not shifted significantly from its original position.
Displacement
city/town
vector
and
0.10 meters.
new
of
boundary
development
marks
while
the
limit
others
allowed
limiting
the
is
0.050
meters
displacement
for
the
vector
is
METHOD OF CADASTRAL MEASUREMENT
CADASTRAL
THE
(GNSS),
ANGLE,
OF
COLLECTION
THE
TRAVERSE,
BEARING
ANY
GLOBAL
DATA
METHODS
AND
GLOBAL
CAN
RADIATION,
DISTANCE
COMBINATION
OF
BE
RULES
INTERSECTION,
SET
BY
BY
SATELLITE
OBSERVATION,
NAVIGATION
SATELLITE
IMPLEMENTED
NAVIGATION
THE
USING
SYSTEM
RESECTION,
F2F
CONCEPT
OR
DEPARTMENT.
RADIATION
SYSTEM i. This method of data collection should be
(GNSS) observed for distance not exceeding 300
i.
GNSS
for
observation
the
methods
measurement
can
of
be
CRM
used
and
GNSS
Measurements
accordance
with
rules
shall
be
and
made
in
procedures
Bearing
and
both
distance
faces
and
to
be
observed
recorded
as
two
separate observations.
iii.
Radiation
can
be
observed
from
the
station CRM.
established by the Department.
TRAVERSE
ii.
using
surveying of title land.
ii.
meters on a single leg only.
(BEARING
AND
INTERSECTION
DISTANCE) i. Observation of bearing and distance are
i. Bearing and distance using the face left
made
and face right.
different with only one face.
from
two
stations
traverse
ii. For urban areas, the traverse should be
closed
to
the
nearest
station
CRM
or
old
RESECTION
signs are approved in its original position of
every
25
traverse
station
or
every
1
km
made
survey, whichever is earlier.
iii. For rural areas, the traverse should be
closed
to
the
nearest
station
CRM
or
old
signs are approved in its original position of
every 25 traverse station or every 2.5 km
survey, whichever is earlier.
i. Observation of bearing and distance are
to
the
three
different
points with a single face only.
control
METHOD OF CADASTRAL MEASUREMENT
CONTINUE
ANGLE,
BEARING
AND
DISTANCE
OBSERVATION
Angle Observation
i. Each measurement may be started either from the bearing estimates, prismatic compass bearing, the
bearing of the observations of the sun or the old values of Surihan Kerjaluar or Pre computation Plan.
ii. Measurements can also start from a minimum of two (2) CRM stations that are in good condition as well
as across the measurement area.
iii. For survey work in the following areas should start with at least two (2) sign CRM and need to be tied
to an old boundary stone or another sign of CRM across the measurement area:
a.
Area does not have NDCDB;
b. The area is a third class survey or demarcation survey; and
c.
The area is an area that is not involved with the process re-coordination and
repopulation (R & R) expenses incurred by the JUPEM.
iv. Observations bearing or horizontal angles for each measurement shall be made in two (2) circle
which is the left circle and right circle with the observations of left circle first.
v. Bearing or horizontal angle observations shall be recorded to the 01" nearest.
vi. The difference between reading of the left circle and right circle should not exceed 20 ". If the limit is
exceeded, the observations should be repeat again.
vii. The first vertical angle observations on each day shall be read in both circle and recorded the 01"
nearest. The difference between the two readings of these two circles shall not exceed 01'. If the limit
is exceeded, the observations should be repeat again.
viii. The distance line used to carry forward the bearing should be appropriate to the needs and
capabilities of total station equipment and can guarantee the accuracy of any observations bearing
measurements.
METHOD OF CADASTRAL MEASUREMENT
CONTINUE
ANGLE,
BEARING
AND
DISTANCE
OBSERVATION
Distance Observation
i. Measurement of distance boundaries as far as possible be made directly either horizontal or slope
distance, but the distance of the horizontal distance is the final measurement.
ii. Distance measurement to be read on both circle and recorded to the nearest 0.001 meter where
differences must not exceed 0.005 meters.
iii. Observation of distance measurement should use the equipment and software that enable it to be
recorded automatically. Any manual data entry (key-in) is strictly prohibited.
iv. Differential Field Test (DFT)
a. DFT shall be carried out each time when starting a new job.
b. For starting work on two (2) mark of CRM seem mutually, DFT should be made on the line
connecting the two marks of these CRM.
c. If there are differences between the observed distances using the Total Station compared the
results count two (2) mark of CRM, distance calculations of these two marks of CRM should be
SCHOOLS ATTENDED
used as the final distance line. Limit difference must not exceed 0.020 meters.
UNIVERSITY OF EUANCO
d. For the differences exceed 0.020 meters, the following actions should be taken if;
Bachelor of Science in Computer Science, 2017
DFT is within limit 0.010 meters, CRM determination should do it again.
PROFESSIONAL SKILLS
- Graduated Cum Laude - Attended from 2013 to 2017 - Public Relations Officer of the Student Government - Awarded Student of the Year for 2013
DFT is not in limitation, the total station instruments should be calibrated.
• Knowledgeable of Web Application Development v. Daily Checking; Frameworks • Write and Maintain Web Applications a. Daily Checks should be made each day before continuing work to ensure that measurement MOMAY HIGH SCHOOL • Proficient With Javascript tools (total station) are in good condition. • HTML/CSS Other Front-End Tech Batch Salutatorian, Class of 2013 b. The difference between the measured distances and the previous day's observations should not
- GPA: 3.75 - Founding member of Momay HS Hackathon c. For GNSS devices, daily checking shall be made in accordance with paragraph 4.1 of the Circular - Academic Excellence in Science, Algebra, Physics - President of the Student Council 2013 No. 1 of 2008. exceed 10 millimeters.
The Concept
3)
To
enable
adjusted
must
of Quality
by
set
observation
the
the
system,
fixed
data
the
point
user
and
is
shown in the file * .tps.
Check
4) Criteria Adjustment:
ia) Observation Bearing and horizontal distance
Process
will be used for purposes of adjustment
(b)
For
the
adjustment
of
the
minimum
constraints, only two fixed point is needed.
A) Observed Data Adjustment By
Traverse Method (16 ASCII)
(c) For maximum restraint adjustment, three
or
more
fixed
point
scattered
equally
in
the
work area is required.
1) The process of adjusting the observed data 5) Coordinates Calculation: was only available to users who register with
(a)
the workforce, the Central Processing
Projection
Soldner
system
projection
adopted
geocentric
is
Cassini-
(GDM
Datum
System that has been set online. 2000).
(b)
2) Mandatory digital files required by the
The
coordinates
calculated
and
shown
of
to
each
the
point
shall
nearest
be
meter
system for the purpose of adjusting the 0.001.
observed data is as
(c)
follows;
Coordinate
preliminary
observations
should be made on CRM sign or any sign NDCDB i.
The
process
of
adjusting
the
observed
data
was
only
available to users who register with the workforce,
the
Central
Processing
System
that
has
been
set
position
that
has
been
certified
to
meet
the
practice field survey refers Data Adjustment online.-
Method
field book (*.fbk)
- coordinates information (*.coo)
- traverses (*.tps)
- Solar observation (*.sob)
However, digital files should be forwarded together with the
other data for the purpose of lodgement though there is no
content file data (NULL), namely:
(d)
To
use
establish
conversion
GNSS
that
coordinates,
the
of
necessary
transformation
WGS84
coordinates
to
and
into
geocentric coordinates of the Cassini-Soldner
(GDM 2000) is in
accordance with procedures
established by the JUPEM.
- corrections (*.cor)
- bearing close statement (*.bcs)
- area comparison (*.acs) (Jika ada)
6) Bearing and distance calculation - deduced field data (*.ncp)
- fahrasat (*.fah)
- EDM test (*.edm)
7) The system will display the - topography (*.tpo)
- job details (*.job)
- lot details (*.lot)
results of the processing to the
user online using a interface
- bearing, distance & coordinates (*.bdy)
prescribed such as the - old value (*.po)
- base line (*.bln)
Department
3)
The Concept
To
enable
adjusted
must
of Quality
by
set
observation
the
the
system,
fixed
data
the
point
user
and
is
shown in the file * .tps.
4) Criteria Adjustment:
Check i(a) GNSS coordinates will be used for purposes
of adjustment.
Process (b)
For
the
adjustment
of
the
minimum
constraints, only two fixed point is needed.
B) Observed Data Adjustment By
(c) For maximum restraint adjustment, three
or
more
fixed
point
scattered
equally
in
the
Fully GNSS Method work area is required.
5) Coordinates Calculation: 1) The process of adjusting the observed data
was only available to users who register with
(a)
Projection
Soldner
system
projection
adopted
geocentric
is
Cassini-
(GDM
Datum
the workforce, the Central Processing 2000).
System that has been set online. (b)
The
coordinates
calculated
2) Mandatory digital files required by the
and
of
shown
each
to
the
point
shall
nearest
be
meter
0.001.
system for the purpose of adjusting the
observed data is as
(c)
Coordinate
preliminary
observations
should be made on CRM sign or any sign NDCDB
follows;
position
i.
The
process
of
adjusting
the
observed
data
was
only
available to users who register with the workforce,
the
Central
Processing
System
that
has
been
set
that has been certified to meet the practice
field survey refers Data Adjustment Method
online.-
field book (*.fbk)
(d)
- coordinates information (*.coo)
establish
- traverses (*.tps)
conversion
of
- Solar observation (*.sob)
geocentric
coordinates
However, digital files should be forwarded together with the
Soldner
other data for the purpose of lodgement though there is no
procedures established by the JUPEM.
To
use
GNSS
that
(GDM
coordinates,
the
transformation
WGS84
2000)
necessary
is
in
and
coordinates
of
the
to
into
Cassini-
accordance
with
content file data (NULL), namely:
- corrections (*.cor)
- bearing close statement (*.bcs)
6) Bearing and distance generated
- area comparison (*.acs) (Jika ada)
from GNSS coordinates. - deduced field data (*.ncp)
- fahrasat (*.fah)
- EDM test (*.edm)
- topography (*.tpo)
- job details (*.job)
7)The system will display the result
of processing to on-line user
- lot details (*.lot)
interface that is prescribed as a - bearing, distance & coordinates (*.bdy)
- old value (*.po)
- base line (*.bln)
result of JUPEM least square
adjustment
The Concept
3)
To
enable
adjusted
must
of Quality
by
set
observation
the
the
system,
fixed
data
the
point
user
and
is
shown in the file * .tps.
Check
4) Criteria Adjustment:
i(a) GNSS coordinates will be used for purposes
of adjustment.
Process
(b)
For
the
adjustment
of
the
minimum
constraints, only two fixed point is needed.
B) Observed Data Adjustment By (c) For maximum restraint adjustment, three
Fully GNSS Method or
more
fixed
point
scattered
equally
in
the
work area is required.
1) The process of adjusting the observed data
5) Coordinates Calculation:
was only available to users who register with (a)
the workforce, the Central Processing
Projection
Soldner
system
projection
adopted
geocentric
is
Cassini-
(GDM
Datum
2000).
System that has been set online.
(b)
The
coordinates
of
each
point
shall
be
2) Mandatory digital files required by the calculated
system for the purpose of adjusting the
and
shown
to
the
nearest
meter
0.001.
observed data is as (c)
Coordinate
preliminary
observations
follows; should be made on CRM sign or any sign NDCDB
position i.
The
process
of
adjusting
the
observed
data
was
only that has been certified to meet the practice
available to users who register with the workforce, field survey refers Data Adjustment Method the
Central
Processing
System
that
has
been
set
online.-
field book (*.fbk) (d)
To
use
GNSS
coordinates,
necessary
to
- coordinates information (*.coo) establish
that
the
transformation
and
- traverses (*.tps) conversion
of
geocentric
coordinates
WGS84
coordinates
into
- Solar observation (*.sob) of
the
Cassini-
However, digital files should be forwarded together with the Soldner
(GDM
2000)
is
in
accordance
with
other data for the purpose of lodgement though there is no procedures established by the JUPEM. content file data (NULL), namely:
- corrections (*.cor)
- bearing close statement (*.bcs)
- area comparison (*.acs) (Jika ada)
6) Bearing and distance generated
- deduced field data (*.ncp)
from GNSS coordinates. - fahrasat (*.fah)
- EDM test (*.edm)
- topography (*.tpo)
7)The system will display the result - job details (*.job)
- lot details (*.lot)
- bearing, distance & coordinates (*.bdy)
of processing to on-line user
interface that is prescribed as a
- old value (*.po)
result of JUPEM least square - base line (*.bln)
adjustment
The Concept
3)
To
enable
adjusted
must
of Quality
by
set
observation
the
the
system,
fixed
data
the
point
user
and
is
shown in the file * .tps.
Check
4) Criteria Adjustment:
i(a) GNSS coordinates will be used for purposes
of adjustment.
Process
(b)
C) Observed Data Adjustment
For
the
adjustment
of
the
minimum
constraints, only two fixed point is needed..
Combination By Traverse And GNSS (c) For maximum restraint adjustment, three
Method
or
more
fixed
point
scattered
equally
in
the
work area is required.
1) The process of adjusting the observed data 5) Coordinates Calculation: only allowed to users who register with the
Department of Survey and Mapping Malaysia
(a)
The
projection
Soldner
projection
system
is
used
geocentric
Cassini-
(GDM
Datum
(JUPEM), Centralized Processing System has 2000).
been set by on-line.
(b)
2) Mandatory digital files required by the
The
coordinates
of
each
point
shall
be
calculated and shown to the nearest meter
0001.
system for the purpose of adjusting the
observed data are as (c) Coordinates the initial observations should
follows:
be
made
on
CRM
sign
or
any
sign
NDCDB
position that has been certified to meet the i- Cadastral Reference Mark (*.crm) practice field survey refer to - CRM Point (*.pot)
- checkroll (*.crd) (d)
To
use
GNSS
coordinates,
necessary
to
- dairy (*.dry) establish
that
the
transformation
and
- fahrasat (*.fah) conversion
of
WGS84
geocentric
coordinates
coordinates
into
- field book (*.fbk) of
the
Cassini-
- coordinates information (*.coo) Soldner
(GDM
2000)
is
in
accordance
with
- traverses (*.tps) procedures
established
by
the
Department
- solar observation (*.sob) (Jika ada) of Survey and Mapping Malaysia However,
digital
files
should
be
forwarded
together
(JUPEM).
with
the other data for the purpose of lodgement
though there is no content file data (NULL), namely:
- corrections (*.cor)
- bearing close statement (*.bcs)
6) Bearing and distance from
coordinates NDCDB generated.
- area comparison (*.acs)
- deduced field data (*.ncp)
- fahrasat (*.fah)
- EDM test (*.edm)
7)The system will display the result
of processing to on-line user
- topography (*.tpo)
interface that is prescribed as a - job details (*.job)
- lot details (*.lot)
- bearing, distance & coordinates (*.bdy)
- old value (*.po)
- base line (*.bln)
result of
JUPEM least square adjustment .
DATA LODGEMENT
i. Only JUD and JTB are allowed to carry out
data processing lodgement.
ii. Users should ensure that only the observed
data are bound and lower level passed by the
system can be developed for the purpose of
data lodgement.
iii. However, in the case of the observed data
upper bound and failed, PUPN has the discretion
to accept data observations together with the
justification related to quality checks.
iv. Based on the status determined by the
system is all digital observation data such as 5.1.1
to 5.1.3 shall be signed by the digital by JTB
according to Digital Signature Act 1997.
TOPIC 2 : FIELD PROBLEMS
OBSTRUCTION
OF
A
SURVEY
LINE
In carrying out survey work, the commonly faced by all surveyors is the obstacle that
interferes
with
the
smoothness
of
the
survey
will
be
conducted.
These
barriers
consist of natural objects (nature features) such as trees, plants, rock, and so forth.
There
are
also
barriers
of
man-made
objects
(man-made)
of
buildings,
roads,
drainage, transmission line and so forth.
Let
say,
lines
4-5
are
not
mutually
visible
from each station to another station, so a
station (like a picket) to be made outside the
lines
.
4-5
distance
of
of
6
stations.
The
to
bearing
and
be
and
4-6,
5-6
need
can
be
calculated
read
record.
Lines
4-5
latitude
and
departure
using
method.
bearing and distance of lines 4-6
the
The
and 5-6
are used to calculate the final bearing and
final distance of 4-5.
The boundary marks should be marked before or during time of the surveying work.
Boundary marks should be planted firmly on the ground and its top is at a suitable height above
ground (about 5cm).
Marking
the
boundary
on
a
hard
surface
like
stone
or
concrete
should
be
made
clear
and
permanently.
EMPLACING NEW MARK ON OLD LINE
If a new sign should be planted on the old lines, inadequate signs planted on the boundary of
the
coordinates
in
the
pre-computation
of
the
plan
or
the
plan
or
SKL
or
the
original
coordinates (NDCDB).
Intermediate
boundary
boundary marks.
marks
shall
be
planted
on
the
boundary
line
between
the
two
EMPLACING
REFERENCE
If
located
the
point
was
at
the
MARKS
station
FOR
that
James Kennedy November 25, 2019 BUS-MATH
NO
cannot
MARK
be
marked
POSITION
with
any
suitable
boundary mark, then the "no sign" (TT) should be determined as follows:
i.
Reference
signs
remain
to
be
planted
in
order
to
facilitate
the
actual
position
of
the
boundary is determined and
ii.
Remains
the
reference
signs
shall
be
planted
at
the
intersection
of
the
borders,
how close to the details of the barrier.
MAXIMUM
The
signs
than
DISTANCE
on
300
the
BETWEEN
straight
meters
if
the
boundary
markings
line
were
BOUNDARY
shall
be
visible
planted
or
at
POINTS
at
intervals
intervals
not
of
not
more
exceeding
200
meters if they are not visible.
Boundary
lines
shall
normaldistance
be
from
marked
the
in
chord
accordance
to
the
with
chord
line
the
of
curvature
the
curve
of
the
end
of
does
not
exceed
the
0.2
meters.
The minimum distance between the boundary marks is 0.1 meters.
PROCEDURES
OF
CADASTRAL
REFERENCE
be
commitments
MARK
(CRM)
DELINEATION
Cadastral
survey
can
done
by
making
to
the
station
CRM
or
an
old
boundary marks the original position had been confirmed.
Traverse
shall
be
closed
to
the
nearest
station
CRM
or
old
signs
are
approved
in
its
original position of not more than 25 stations or the control of the bearing was done
by astronomical observations.
For
with
new
the
development
maximum
areas
grid
aps
like
of
the
500
residential
meters
x
and
500
commercial
meters
or
area,
existing
CRM
CRM
stations
stations
should be created to control the traverse.
DELINEATION
OF
ITSEXCEPTION
Comparison
with
OLD
BOUNDARY
VERIFICATION
the
coordinates
OF
NDCDB
MARKS
OLD
made
to
AND
BOUNDARY
ensure
that
the
MARK
signs
of
the
old
border used to measure not shifted significantly from its original position.
Displacement
city
/
town
0.10 meters.
vector
and
new
of
boundary
development
marks
while
the
limit
others
allowed
limiting
is
the
0.050
meters
displacement
for
the
vector
is
REPOSITION
The
original
OF
value
is
BOUNDARY
used
if
the
MARK
coordinates
NDCDB
not exceed the limit prescribed under Rule 39.
Boundary
signs
are
missing
or
moved
beyond
the
James Kennedy November 25, 2019 BUS-MATH
boundary
limitations
marks
imposed
the
by
shifted
Rule
39
must be planted by the original confirmation NDCDB coordinates.
METHODS
The
following
OF
are
OFFSET
some
MEASUREMENT
methods
in
explaining
the
rules
to
offset
certain
items
according to specific cases: -
Observation of bearing and distance. To
Offset on the boundary or extended
offset the winding, the observations
traverse line. Using this method, only the
should be made to more appropriate
observed distance is required.
places to get a form that is convenient
with a stay.
Offset using right angles on a
Offset on the line that connects the two signs at
boundary or traverse line. Using this
the border or traverse lines. Using this method,only
method, only the observed distance is
observe the distance necessary.
required.
Half-angle offset. Offset to detail
This means the offset is made to
taken in the direction of the angle
determine the distance of the border or
between two referenceslines are
traverse lines andoffsets by using the
divided into two
right angle.
Same as Figure above, but using more
precise angle. This method is rarely used,
butappropriate to take the offset river
meandering shape.
TOPIC 3: REFIXATION DEFINITION
Refixation is used to replace or correct the position of the boundary marks a real
shift
from
the
original
position.
Refixation
can
be
defined
as
sign
that
were
considered differ significantly of any new measurement from its original value.
Refixation
can
boundary
mark
be
or
defined
as
a
survey
re-establishment
of
process
boundary
of
replacement
mark
which
was
of
missing
found
to
be
out-of-position to its original position.
CRITERIA OF BOUNDARY MARK FOR NEED OF REFIXATION
Basic principles need to be applied when dealing with boundary mark during cadastral surveying;
.
i. Boundary mark found upright, firm and erected at reasonable height from the earth surface
should be assumed to be in its original position, until it is proven to be out-of-position, and,
ii.
Footprint
proven
to
of
be
a
slanting
boundary
out-of-position.
The
mark
shall
be
mark
should
assumed
be
set
to
be
upright
in
its
original
according
to
position,
the
until
position
it
of
is
its
footprint before any measurement is to be made.
iii. For a boundary stone was to be buried should be good protruding above ground. However, for
stones that stands out above shall be lowered so prominent in its original position.
iv. The broken stone shall be regarded as the centre point of the actual station but still in the home.
If you have the stone removed and replaced with new.
ENCROACHMENT PARA 3.12.2 CIRCULAR KPUP 2/2003
Boundary line needs to be compared with previous survey values. Boundary mark is
suspected to be out-
of-position if;
i. For line not exceeding 40 meters
a) Bearing : exceed 1’
b) Distance : exceed 0.015m
ii. Boundary line more than 40 meters
a) Bearing : exceed 30”
b) Distance : exceed 0.006/20m or maximum 0.050m
CRITERIA
FOR
CIRCULAR
REFIXATION
KPUP
(TOLERANCE)
PARA
3.12.3
2/2003
The following characteristics should be considered in refixation;
i.
For
town,
residential,
built-up
and
industrial
area,
refixation
is
required
if
the
displacement is exceeding 0.050m
ii.
For
agricultural
area
and
other
than
(i),
refixation
exceeding 0.100m
.
is
required
if
the
displacement
is
REFIXIATION IMPLEMENTATION BY OFFSET METHOD
1) OFFSET DISTANCE LESS THAN 1 METER
i. Set instrument in the station 2
ii. Set back bearing to reference
station 1
iii. Set to calculated offset bearing
.
120 22 10
iv. Establish new picket (stn. 100) on
the offset bearing (about 3-6
meters)
v. Measure distance from 2 to 100
(=3.690)
vi. Perform angle and distance
OFFSET METHOD
checking to the picket (by using
another reference station,2-3)
vii. Move instrument to stn. 100
THERE ARE TWO (2) METHODS, WHICH BASED ON THE
viii. Measure distance from stn. 100
DISTANCE BETWEEN THE SURVEY STATION AND THE
to the mark to be refixed (A)
OFFSET LENGTH;
100-A = 3.690 – 0.102
ix. Plant boundary mark A according
to the distance 3.588
x. Re-measure distance from (100 I. OFFSET DISTANCE LESS THAN 1 METER to 2) and (100 to A)
Note:
For out-of-position boundary
mark, you should pull out the said
II. OFFSET DISTANCE MORE THAN 1 METER
mark before performing this
procedure
REFIXIATION IMPLEMENTATION BY OFFSET METHOD
2)
OFFSET
DISTANCE MORE THAN 1 METER
i. Set instrument in the station 2
ii.
Set
back
bearing
to
reference
station 1
. iii.
Set
to
calculated
offset
bearing
(120 22 10)
iv.
Measure
offset
distance
from
2
to A and plant the mark
v.
Perform
mark
(by
angle
using
checking
another
to
the
reference
station, say 2-3)
vi.
Re-measure
(checking)
distance
to
A
CALCULATION
REFIXATION
WORKS.
The following characteristics should be considered in refixation;
Procedure of calculate refixation works is follow:
i. Identify mark to be refixed (missing/out-of-position)
ii. Calculate displacement
iii. Identify baseline for refixation
iv. Calculate PO and New values of baseline
v. Perform adjustment to PO values
vi. Calculate offset for refixation
vii. Perform Refixation by Offset Method
BASE
Base
LINE
line
proven
is
an
to
imaginary
be
in
their
line
connecting
original
position,
of
two
either
(2)
boundary
by
marks,
observation
or
which
by
have
been
traverse
and
calculation.
Purpose of Base Line:
.
i. To ensure that the positional accuracy of refixed boundary marks are acceptable
ii.
To
ensure
that
the
adjusted
boundary
lines
do
not
affect
the
quality
of
neighboring lots
iii. To ensure that refixation exercise is conducted accordingly,
iv. To accommodate previous survey values with new survey values,
Criteria of base Line:
i.
Baseline
should
be
adjacent
or
near
to
the
missing
or
out
of
position
boundary
marks.
ii. Baseline should be longer than the boundary line to be refixed.
iii.
Two
their
(2)
boundary
original
direct
position
observation
marks
by
or
from
angle
by
previous
and
survey,
distance
traversing
and
which
comparison
calculations.
have
with
been
its
(Para.
third
proven
mark,
3.7.2(II)
to
be
either
KPUP
in
by
Circular
3/2002).
iv.
Internal
angle
tolerance
between
baseline
and
its
third
mark
should
not
exceeding
10” (maximum 20” is allowable if previous survey values were surveyed by 2nd class).
EXAMPLE:
-
BASED
FIGURE,
ON
DISTANCE
OF
3-A
CALCULATE
AND
OFFSET
4-B.
.
STEP 1 (a) : CALCULATION OF BASELINE (PO VALUE)
Bearing 2-5 = 126 18 22
Distance 2-5 = 96.578
BEARING
AND
STEP 1(b) : CALCULATION OF BASELINE (NEW VALUE)
Bearing 2-5 = 126 18 30
Distance 2-5 = 96.585
STEP 2 :
The
ADJUSTMENT FACTORS
bearing
adjustment
and
distance
factors
for
of
identified
refixation
BASELINE
calculations.
will
be
The
used
in
the
adjustment
calculation
factors
are
of
as
follows;
BEARING FACTOR = NEW BEARING – PO BEARING
= 126 18 30– 126 18 22
= 0 0 08
.
DISTANCE FACTOR = NEW DISTANCE / PO DISTANCE
= 96.585/ 96.578
= 1.00007248
STEP 3 :
ADJUSTED BEARINGS & DISTANCES
Previously
Surveyed
(PO)
values
of
the
boundary
lines
need
to
be
adjusted
according to baseline values.
The adjustment is required to accommodate PO values with new survey values.
The correction are as follows:
ADJUSTED BEARING = PO BEARING ± BEARING FACTOR
ADJUSTED DISTANCE = PO DISTANCE x DISTANCE FACTOR
ADJUSTMENT TO PO BEARING
ADJUSTMENT TO PO DISTANCE
.
STEP 4 :
CALCULATE REFIXATION OFFSET
Offset 3 – A
Offset 4 – B
TOPIC 4 : ROUTE SURVEY & RIGHT OF WAY THE
In
the
IMPLEMENTATION
Rules
of
Cadastral
OF
Survey
ROUTE
2002,
SURVEY
Chapter
III
of
measurement,
No.
33
stated:
Road reserve:
i. A Road reserve is usually set to the boundary side with parallel measurement,
unless
the director of survey directs otherwise.
ii.
The
measurement
specific
not
direction
mean
that
information
of
of
the
road
dimensions
surveyors
such
as
reserve
will
cannot
cliffs,
that
be
make
gorges,
through
issued
by
additional
drains,
the
the
government
Director
provisions
stanchion
and
land,
General.
which
to
This
should
requirements
the
does
include
of
other
construction work.
. NEEDS
ASSESSMENT
Where
necessary,
the
OF
ACCESS
measurement
can
be
deferred
until
completion
of
road
construction work.
Reserves for the existing road must be measured from one side but the signs are
stable middle lines and are not disturbed or unless the procedure is expensive.
Surveyors who find the route or path through the land use under the measure to
alienation
that
/
action
transfer
can
be
of
property
taken
to
care
must
route
report
to
the
make
matter
reserves
as
for
soon
the
as
possible
passage
so
of
the
to
the
measure, if necessary.
Dimensions
for
the
transfer
of
the
flat
areas
should
be
referred
back
Land Office by the Director of Survey if the measure does not meet the following
conditions: -
i. Not waive the right of land for road access to the existing ones.
ii.
The
determination
shall
be
provided
for
access
to
each
lot
is
measured
to
the
transfer.
iii. Road reserves that may be used for light and heavy vehicles typically reserve width
of 20 meters or a chain.
iv. Reserves for pedestrians usually have a minimum width 3m/15link to 6m/30link.
v. Reserve to drain reserves and routes is usually the width of 10m.
vi.
Reserve
through
the
area
where
the
mine
is
only
required
to
protect
the
streets
and alleys of the existing.
vii.
The
size
of
the
road
reserve
to
the
hill
that
is
not
practicable
should
avoided
as
wasteful of land and increases the size of losses.
viii. Drainage or river reserves
Surveyors
adjacent
should
road
be
cautious
reserves
have
when
been
measuring
established,
the
so
land
that
that
includes
sufficient
the
reserves
to
measure the width of the border and make arrangements prior to planting a new
border sign.
TECHNIQUES
Measurement
OF
ROUTE
techniques
and
SURVEY
survey
route
calculation
is
based
on
the
calculation
of
secant. However, this calculation is secant through two methods below:
i. Similar width secant
ii. Not similar width of secant
SECANT
The
purpose
of
secant
is
to
obtain
a
parallel
line
when
there
is
a
bend,
such
as
construct roads reserve, canals and others.
PROCEDURE
A
OF
SECANT
B
C
i. Set up the theodolite at station A.
ii.
Set
up
prism
at
station
B
as
D
the
back sight.
iii. Set up prism at station C as the front sight.
iv. Minuses the fore bearing with the back bearing, note as a difference (
v. Divide by two of the difference (
β
).
vi. For required bearings (AD), plus the front bearing with the (
vii. For required distance (AD) = given distance divided by sin (
β
β
).
).
α
).
CALCULATION FOR THE SIMILAR WIDTH SECANT
A
B
C 20 m
20 m
D Given bearing B to A = 87° 00’ 00”
A to C = 127° 00’ 00”
Do the calculations to find the bearing and distance from Ato D.
α
1. Find angle of BAC (
)
267° 00’ 00” (Bearing AB) - 127° 00’ 00” (Bearing AC)
--------------------
140° 00’ 00”
-------------------
β
2. Divide into two of angle BAC (
)
140° 00’ 00” ÷ 2
--------------------
70° 00’ 00”
-------------------
β
3. Plus the bearing AC with (
)
70° 00’ 00” + 127° 00’ 00”
--------------------
197° 00’ 00” (Bearing AD)
--------------------
4. For checking, plus the bearing AD with the angle no.2
197° 00’ 00” + 70° 00’ 00”
--------------------
267° 00’ 00” (Bearing AB)
--------------------
5. Find the distance from A to D
20
= 21.284 meter sin70°
CALCULATION FOR NOT SIMILAR WIDTH SECANT
A β
α
B 20 m
10 m
D
Given bearing B to A = 87° 00’ 00”
A ke C = 127° 00’ 00”
Angle of BAC = 140° 00’ 00”
From formula:-
C
THE
IMPLEMENTATION
OF
RIGHT
OF
WAY
Under the National Land Code (NLC), Section 391;
I.
The
right
of
way
is
to
be
measured
or
established
on
the
village
land
and
known
as
the collector’s right of way.
II.
Areas
of
applicant
access
to
are
come
in
the
and
right
out
of
the
through
proprietor
the
land
of
the
subject
land
to
and
to
allow
conditions
the
specified
together.
In
the
cadastral
regulations
2002,
Chapter
III
Measurement,
No.
35
states:
the
boundary
Right
Of
Way shall be exercised in the following ways:
i.
For
existing
routes,
the
signs
are
planted
at
arc
of
the
route
as
the
traverse station and offset to the path should be enough of these stations.
ii. For the proposed route, the signs were planted on each arc of the boundary route
and the measurement for one side only.
TYPES
RIGHT
OF
WAY
1) Private right of way
Right
of
way
that
in
build
for
state
authorities
interest
or
owner
or
any
population
.
rural land
2) Public right of way
Right of way in build for public interest
THE
OBJECTIVES
Rights
of
way
OF
constructed
RIGHT
for
the
OF
WAY
benefit
of
the
State
Authority
or
the
owner
or occupier of any land in the village, private rights of way
Rights of way constructed for the benefit of the public-public rights of way.
To and from between the forest reserve land or public place and rest.
For
the
purpose
of
producing
rock
material
from
any
land
in
order
to
commute
between the land and the rest public.
Private
any
rights
land
of
way
alienated
constructed
shall
authorize
for
the
the
benefit
owner
or
of
the
occupier
owner
to
or
occupier
commute
of
between
the ground and a stop.
Public
rights
of
way
should
be
to
specified land and a public stand.
empower
the
people
to
commute
between
any
THE
RIGHT
OF
WAY
IMPLEMENTATION
FOR
EXISTING
ROADS
Measurements carried out with third class survey.
Boundary marks only used at the route corner.
Offset to the route are taken from the boundary mark station.
THE
RIGHT
OF
(PROPOSED)
WAY
IMPLEMENTATION
FOR
ROADS
.
Measurements conducted by third class survey
Boundary marks used at the route corner
Only one side of the proposed route was to be measured
Survey line Plot line
NON-EXISTING
TOPIC 5 : SUB-DIVISION, PARTITION AND AMALGAMATION OF LAND SUB-DIVISION
OF
LAND
Existing title will cease to have effect as soon as the new title is registered.
Sub-division
of
disconnected
subdivided
the
from
into
two
land
the
or
means
that
title
(either
more
parts
land
title
so
held
or
that
under
title
each
the
registry
being
title
or
office
held
ownership
occupant
under
a
while
of
land)
separate
title
by the same proprietor or joint proprietor of the same.
•Existing
title
Authority
approve
Office
of
will
to
the
the
cease
approve:
partition
Registrar
to
If
is
have
no
the
and
effect
such
soon
instructions
Director
the
as
of
to
Lands
Administrator
as
of
the
the
and
the
new
title
contrary,
Mines
land
registered.
the
held
under
is
power
under
the
the
Land
to
title
Office
title.(Sec. 135 (2))
CONDITIONS
FOR
APPROVAL
.O F
SUB-DIVISION
Sub-division of land can only be approved if it meets the following conditions: -
i. Not inconsistent with the restrictions of interest where the land is subject.
ii. No conflict with other laws then in force.
iii. Approval by the Planning Authority.
iv. Approval of a particular body or authority.
v. No results due
vi. The consent of the person / body with vested interest on the land.
vii. Meet the minimum area requirement to be part of the partition.
viii. Form to be broken portion shall be in accordance with which it was broken.
ix. Provide exit sign requirements for the partition of the state.
The Payments Shall Be Payable Upon Approval Of The Application Are:
i. Survey Payment
ii. Fees for the preparation and registration of title.
APPLICATIONS
FOR
APPROVAL
OF
SUB-DIVISION
Subdivision application shall form 9A and accompanied by the following:
i. Fees (as defined in the rules of the National Land)
ii.
Plan
showing
the
pre-computation
"details
of
the
partition
and
a
copy
of
plan
according
to the number as required by the Administrator of the land.
iii.
Letter
of
Permission
from
the
appropriate
bodies
(the
planning
authority
or
body
designated by the State)
iv. Written permission from the person or body that has registered interest in the land.
PARTITION
Distribution
OF
of
LAND
land
means
that
land
held
under
the
title
Office
of
the
Registrar
or
the title of land office, by two or more persons as joint owners is broken the market
so that vest in each one of them under a separate title.
On
to
the
the
registration
fixed
parts
of
of
a
temporary
the
land
(if
title
the
for
each
temporary
part
title
or
is
not
when
the
applied),
registered
the
existing
title
title
shall cease from the force.
Authority To Approve:
i.
The
Director
of
Lands
and
Mines
(PTG)
of
land
under
the
ownership
of
the
Registrar's
Office.
ii. Land for land under the Land Office title.
CONDITIONS
OF
FOR
APPROVAL
OF
PARTITION
CONDITIONS
APPROVAL
Section 141 of the NLC provides requirements for the partition of land:
i. Each joint owner agrees to make application for land division.
ii. The area of land to be vested in each owner as happy if the rate is not divided.
.
iii. Approval of the planning authority.
iv. No land revenue due.
v. The consent of every person / body who are interested in any land.
vi.
A
minimum
area
of
each
section
subdivided
(agriculture>
1
acre,
etc.>
the
minimum
required area)
vii. Exit into parts of the subdivision.
APPLICATIONS
FOR
APPROVAL
OF
PARTITION
APPROVAL
Applications for approval made in writing to the governing land use Form 9B and included:
i. Prescribed fee.
ii. Pre-computition plan in appropriate scale to show all the details of the subdivision of land.
iii. All written agreement, section 141. Section 141A
AMALGAMATION
The
or
consolidation
ownership
another,
and
of
while
held
OF
land,
LAND
two
lots
disconnected
under
separate
of
land
from
or
more
the
ownership
held
title,
are
by
these
a
proprietor
lots
consolidated
are
into
under
adjacent
lots
for
the
title
to
one
held
under
one title only. Lot (contigious) if each of them shared at least one boundary.
Lots of land is considered contiguous if each of them shared at least one boundary.
CONDITIONS
In
the
FOR
purpose
of
APPROVAL
land
amalgamation,
OF
the
AMALGAMATION
conditions
similar
to
the
conditions
of
the
subdivision under sec. 136 (1) (a) to (g) shall apply mutatis mutandi. However, conditions
in sec. 136 (h) on the way out are excluded.
If
there
is
a
authorization
case
/
to
the
consent
of
following
the
Item
State
on
the
Authority
land
shall
be
to
be
amalgamated,
obtained
prior
to
the
merger
approval. Intended construction of the case to be: -
i. If the area of all lots to be amalgamated is held under the title the Land Office for
more than 4 hectares on consolidation
ii. If the lots to be consolidated are held in part under the title Land Office and in part
under the title Office of the Registrar
iii. If there are discrepancies between any of the lots to be consolidated in terms of: -
a) Holding period
b) Tax rates
c) Type of land use, conditions and restrictions of interest.
Consent
an
In
("sanction")
amalgamated
the
event
of
Authority
approval
such
for
on
land
the
land
conditions
in
amalgamation
.
is
held
under
paragraph
(3)
in
the
State
(1)
or
title
(2)
shall
Office
Authority
of
be
treated
the
while
as
Registrar.
allowing
the
amalgamation of land, may give directions as it considers necessary, such as: -
i. If not the same on-direction during the holding period of the consolidated land
holdings.
ii. If not whether the land tax in respect of tax instructions will be charged
iii. If not whether the land use directions about.
iv. If not the same on the express condition or restriction in interest-directions
thereon.
APPLICATIONS
Applicants
land
FOR
APPROVAL
amalgamation
should
be
OF
the
AMALGAMATION
Administrator
using
Form
9C
accompanied by the case to the following Item: -
i. Fees (as defined in the Rules of Land Affairs)
ii. Plan showing the lots to be consolidated by the number of copies of the plan as
required by the Land Administrator
iii. If the specified administrator requires sec Land. 136 (1) (c)
iv. If the written consent of making such an application under sec 136 (1) (e)
and
REFERENCES
International Law Book Services. 2009. ISBN: 978-967-89-1971-5. National Land Code
(Act 56 of 1965) & Regulation.
J.Uren and W.f.Price. 1994. Surveying For Engineers. Third Edition
Peraturan Ukur kadaster 2009. Pekeliling ketua Pengarah Ukur dan Pemetaan.
Bilangan 5 Tahun 2009. Jabatan Ukur dan pemetaan Malaysia.
Kuala Lumpur.
(www.jupem.gov.my)
Peraturan Ukur Kadaster 2002. Pekeliling ketua Pengarah Ukur dan Pemetaan
Bilangan 3 Tahun 2003. Jabatan Ukur dan pemetaan Malaysia. Kuala Lumpur.
Rahim Hj. Mohamad Saleh, Tuan Stia Hj. Tuan Sulong, Mohamad Makros Rasimin
(2007). Panduan PTK Ukur Dan Pemetaan. Institut Tanah dan Ukur Negara.
Garis Panduan Amalan Kerja Ukur Kadaster Dalam Persekitaran eKadaster.
Pekeliling Ketua Pengarah Ukur dan Pemetaan Bilangan 6 Tahun
2009 (www.jupem.gov.my).
. Pelan Pra-Hitungan (Pre-Comp Plan). Pekeliling Ketua Pengarah Ukur dan
Pemetaan Bilangan 2 Tahun 1993 (www.jupem.gov.my)
Pindaan Kepada Takrif Pelan Pra-Hitungan (Pre-Computation Plan). Surat
Pekeliling Ketua Pengarah Ukur dan Pemetaan Bilangan 3 Tahun
2008 (www.jupem.gov.my)
Jenis dan Spesifikasi Tanda Sempadan Ukur Kadaster. Pekeliling Ketua Pengarah
Ukur dan Pemetaan Bilangan 4 Tahun 2005 (www.jupem.gov.my)
Terbitan