CADASTRAL SURVEYING 1 FOR POLYTECHNIC

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