Selanjutnya
MEMORANDUM OF UNDERSTANDING . BETWEEN THE GOVERNMENT
OF THE REPUBLIC .OF INDONESIA AND_ THE GOVERNMENT
OF , PAPUA NEW GUINEA ON THE AREANGEMENT.S FOR
SURVEY AND . DEMARCATION OF . l'.HE. .BOUNDARY
AND ｍａｐｾｉｎｇ＠
OF THE BORDER
AREAS BETWEEN THE TWO COUNTRJ.ES
Pursuant to point 3.2 of Annex B of the Agreed Summary
Record of Discussions between Officials of the Government
of the Republic of Indonesia and the Government of Papua
New Guinea of February 12, 1981 the Delegations of the
Government of the Republic of Indonesia and the Government
of Papua New Guinea after holding discussions at p'ort
Moresby on October 15 and 16, 1981 agreed upon the
following:
1•
The boundary to be demarcated will be the one as
specified in the Agreement between Indonesia and
Australia concerning Certain Boundaries between
Indonesia and Papua New Guinea of February 12, 1973 •
2.
Mapping of the border area will be carried out in
accordance with the Basic Agreement between the
Government of the Republic of Indonesia and the
Government of Papua New Guinea on Border Arrangements
of December 17, 1979 in particular paragraph 3 of
Ar tic le 1 •
3.
There are two Projects to be carried out, namely:
'
..
a.
Project I
Survey and demarcation of the boundary between
Indonesia (Irian Jaya) and Papua New Guinea,
by techniques as set out in the Annex.
• •• /2
- 2 -
b.
Project II
Mapping of the border area along a corridor of
10 kilometres on each side of the boundary on
mutually agreed common datum, map projection and
map scale.
4.
Priority areas for densification of boundary monuments
will be selected among those areas as agreed by mutual
consent.
5.
Pursuant to this Memorandum of Understanding,
procedures for the conduct of Project I and Project II
will be established in separate technical documents to
be formulated by a Joint Technical (Sub) Committee.
6.
A Technical Committee established by each country will
operate jointly as the Joint Technical (Sub) Committee
of the Joint Border Committee.
The Chairmen of the
national Technical Committees are the respective
Directors of National Mapping or their equivalent.
7.
The Joint Technical (Sub) Committee will be
responsible for matters relevant to:
a.
Survey procedures
b.
Phasing of operations
c.
Financing
d.
Logistics, communication and transportation
e.
Requirements on security support, immigration
and customs clearance.
8.
Each Technical Committee appoints a Project Manager or
several Project Managers as the case may be, to carry
out the required survey and demarcation of the
boundary and mapping of the border area.
• •• /3
- 3 -
9.
The Project Manager is in charge of formulating rules
and regulations with respect to field techniques,
procedures, standardization of field books,
computations, field plans etc, organization of the
supplies and implementing policies and decisions of
the Joint Technical (Sub) Committee.
10.
Each country will provide the other side with all
available relevant aerial photographs, satellite
imagery and maps pertaining to the survey areas.
11.
All maps produced out of the Projects will be made
available on an exchange basis.
12.
All maps and data related thereto produced under the
joint programme, will not be released outside
Indonesia and Papua New Guinea without prior
authorization of both countries.
13.
The cost of construction of boundary monuments,
including cost of materials and their transportation,
and the cost of aerial photography for mapping of the
border area will be shared equally between the two
countries. All other costs will be borne by each
respective country.
14.
Both sides agree to make arrangements with their
respective security authorities for:
a.
Security protection in the form of escort
patrols for their own survey parties.
b.
Radio communications between survey teams and
their respective security forces' headquarters •
• . • /4
- 4 -
15.
Each side will extend to the other clearance for
transport aircraft to land on helicopter pads or air
strips in their respective country, whenever
necessary. Request for such clearance will be made
through the respective Project Manager.
16.
Each side will made the necessary arrangements in
respect of the immigration clearance for the entry of
members of the survey teams of the other side into the
survey areas in the course of their duties.
17.
Each side will make the necessary arrangements for the
other in respect of customs clearance, including
exemption from import duties and such other duties by
taking into account their respective customs
regulations for equipment, materials, that are
required for the execution of the survey.
18.
The Joint Technical (Sub) Committee will meet at least
once a year for the duration of the Projects to review
and discuss problems, progress and future of the
Projects. The meeting will be held alternately in
Indonesia and Papua New Guinea, at either Merauke or
Jayapura in Indonesia or Vanimo or Daru in Papua New
Guinea.
19.
This Memorandum of Understanding may be revised at the
request of either country by mutual agreement.
20.
This Memorandum of Understanding will come into effect
when signed by a representative of each country.
Signed at Port Moresby on 4 August 1982.
Signed
FOR THE GOVERNMENT OF THE
REPUBLIC OF INDONESIA
Signed
FOR THE GOVERNMENT OF
PAPUA NEW GUINEA
ANNEX
PROCEDURES FOR THE .SURVEY AND DEMARCATION
OF TEE BOUNDARY BETWEEN THE REPUELIC, OF INDONESIA
AND . PA.PUA . NEW GUINEA
SC.OPE _OF OP_ERATIONS
1.
Survey and demarcation of the boundary will be
conducted concurrently by survey teams of Indonesia
and Papua New Guinea.
2.
The scope of operations will consist of the following
activities:
(a)
Study of all aerial photographs, satellite
imagery and maps to determine the probable
location of the boundary.
If necessary, new
aerial photographs will be taken.
(b)
Investigation of the existing boundary monuments
and auxiliary astro stations (BAS and TA) as
determined by the Joint Indonesia Australia
Border Survey in 1966 and 1967.
(c)
Establishment of new boundary monuments to
replace existing boundary monuments if they are
missing or in danger of being lost.
The new
boundary monuments will be placed on the
meridian through the old positions and not more
than 1 kilometer distant from the positions •
• • • /2
- 2 -
(d)
Establishment of new boundary monuments at
specified sites on the geodesic line between the
existing boundary monuments or their
replacements by Doppler satellite observations
at the auxiliary stations and traversing from
these stations. The proposed general location
of these is indicated in Appendix D.
MONUMENTATION
1.
2.
There are two types of monuments to be used, namely:
(a)
Type A as per Appendix A, will be used for
auxiliary stations close to the correct position
of new boundary monuments to be established.
(b)
Type B as per Appendix B, will be used for new
boundary monuments or the replacement of
existing monuments.
Suitable permanent recovery marks will be planted
within 200 metres of every type A or type B monument.
DATUM
Consistent with the existing boundary monuments, the
final co-ordinates of the new boundary monuments will
be on both astronomic datum (geoid) and WGS-72 •
. . • /3
- 4 -
(ii)
Papua New Guinea will translocate to
existing border monuments.
(iii)
Papua New Guinea will locate intermediate
auxiliary stations by translocation.
(iv)
Indonesia to locate existing stations and
auxiliary stations by point position
techniques with 40 passes.
(v)
If the co-ordinates of the auxiliary
stations as determined by Papua New Guinea
by translocation do not differ from those
determined by Indonesia by point
positioning by more than 10 metres, the
Papua New Guinea co-ordinates will be
adopted.
(vi)
The border point may then be laid in so as
to lay on the geodesic joining the two
adjacent existing markers.
(vii)
Indonesia will then subsequently calculate
transformation parameters to the local
geoid determined by relation to the old
astronomical co-ordinates and the WGS - 72
co-ordinates. Indonesia will then
calculate the position of the new border
point in the terms of the local geoid.
(viii)
If the longitudes as determined by either
side are within 2 seconds of arc of the
positions as determined by the other they
will be accepted.
...I5
- 5 -
(ix)
(d)
If they are not within 2 seconds of arc,
the Joint Technical (Sub) Committee will
reconvene to consider the differences.
Spot photography.
Each monument will be photographed from
altitudes of 1000 ft and 3000 ft respectively.
In case those monuments are established in
featureless environment, additional photography
has to be taken from a higher altitude, not less
than 7000 ft.
(e)
Description of monuments.
The elements of station description of each
monument are;
Monument number and name of place
Preliminary and final co-ordinates
Description of access to station and
topographic sketch of its location and
environment
Recovery marks and diagram
Photographic views from North, East, West
and South.
2.
Standards of accuracy.
(a)
Doppler satellite observations.
With the view of simultaneously obtaining the
necessary accuracies for Project I and II
respectively, 40 acceptable passes are required
at each station.
This will give an expected absolute ac curacy of
10 metres.
• •• /6
- 6 -
(b)
Traverse.
Position closure after azimuth adjustment will
be in the order of 1
5, 000.
(c)
Local azimuth will be determined astronomically
or by gyro observation to the nearest 20 seconds
of arc.
ｏｾｇａｎｉｚｔＮ＠
1•
QE' .SURVEY TEAMS
The survey is to be concurrently carried out by
Indonesia and Papua New Guinea Teams and supported by
the respective security forces. These Teams are
responsible to the respective Projects Manager. The
composition of each Team is as follows:
Team Leader
Chief of Parties
Other members of the Parties.
2.
Prior to the commencement of the survey final
practical details will be discussed between
counterpart Project Managers who, on technical
matters, will have direct communication.
• •. /7
- 7 -
SECURITY MEASURES
It is understood that the commanders of the security
escorts will act in close co-operation and that the
security personnel may move freely as necessary within the
area of survey operations. Each side will provide its own
security forces and those of the other side with programmes
of survey, including aerial operations, indicating dates,
areas of survey and size of Survey Teams. Additional
information will be given as and when necessary.
LOGISl'JCS .. COt1MUN1C.ATiml AND .TRAN.s_:eoJnAl'lON
1.
Logistics.
Each country will provide all necessary logistical
requirements for the survey operation including food,
materials and equipment in such reasonable quantities
as may be required.
2.
Communications.
The Survey
facilities
stipulated
Memorandum
3.
Teams may make use of the communication
of the respective security forces as
in paragraph b of article 14 of the
of Understanding.
Each country will provide its own means of
transportation, including helicopters, for its Survey
Team and security forces to the survey areas.
However, this does not preclude mutual assistance in
case of emergencies.
. •• /8
- 8 -
IMMIGRATLON CLEARAN.CE
1.
Each side will make the necessary arrangements in
respect of the immigration clearance for the entry of
the other side into the survey areas in the course of
their duties on production of valid Identification
Cards.
The Identification Card, in the form as set out in
Appendix C.I will be issued, stamped and signed by the
joint Team Leaders.
2.
Such Identification Card will be valid for a period
agreed upon by the joint Team Leaders and its validity
may be extended from time to time.
3.
Each side will supply on a mutually agreed date to the
other side two copies of a complete list of personnel
with passport size photographs, and will keep the
other side informed of any changes in the composition
of it's Survey Team.
CUSTOMS CLEARANCE
Each side will make the necessary arrangements for the
other in respect of customs clearance, including exemption
from import duties by taking into account their respective
Customs regulations for equipment, materials and supplies
that are required for the execution of the survey. For
this purpose each side will furnish the other the following:
••• /9
- 9 -
(a)
An inventory of equipment at least fourteen days
before the commencement of any survey.
(b)
A list of materials and supplies in such
reasonable quantity as may be required from time
to time.
Such inventory and list as aforesaid, which
will be certified jointly by the Indonesian
and Papua New Guinea Team Leaders will be
presented to the relevant customs authorities
for clearance at the appropriate entry and exit
points.
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APPENDIX
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••.."Y•. ..
;
OF THE REPUBLIC .OF INDONESIA AND_ THE GOVERNMENT
OF , PAPUA NEW GUINEA ON THE AREANGEMENT.S FOR
SURVEY AND . DEMARCATION OF . l'.HE. .BOUNDARY
AND ｍａｐｾｉｎｇ＠
OF THE BORDER
AREAS BETWEEN THE TWO COUNTRJ.ES
Pursuant to point 3.2 of Annex B of the Agreed Summary
Record of Discussions between Officials of the Government
of the Republic of Indonesia and the Government of Papua
New Guinea of February 12, 1981 the Delegations of the
Government of the Republic of Indonesia and the Government
of Papua New Guinea after holding discussions at p'ort
Moresby on October 15 and 16, 1981 agreed upon the
following:
1•
The boundary to be demarcated will be the one as
specified in the Agreement between Indonesia and
Australia concerning Certain Boundaries between
Indonesia and Papua New Guinea of February 12, 1973 •
2.
Mapping of the border area will be carried out in
accordance with the Basic Agreement between the
Government of the Republic of Indonesia and the
Government of Papua New Guinea on Border Arrangements
of December 17, 1979 in particular paragraph 3 of
Ar tic le 1 •
3.
There are two Projects to be carried out, namely:
'
..
a.
Project I
Survey and demarcation of the boundary between
Indonesia (Irian Jaya) and Papua New Guinea,
by techniques as set out in the Annex.
• •• /2
- 2 -
b.
Project II
Mapping of the border area along a corridor of
10 kilometres on each side of the boundary on
mutually agreed common datum, map projection and
map scale.
4.
Priority areas for densification of boundary monuments
will be selected among those areas as agreed by mutual
consent.
5.
Pursuant to this Memorandum of Understanding,
procedures for the conduct of Project I and Project II
will be established in separate technical documents to
be formulated by a Joint Technical (Sub) Committee.
6.
A Technical Committee established by each country will
operate jointly as the Joint Technical (Sub) Committee
of the Joint Border Committee.
The Chairmen of the
national Technical Committees are the respective
Directors of National Mapping or their equivalent.
7.
The Joint Technical (Sub) Committee will be
responsible for matters relevant to:
a.
Survey procedures
b.
Phasing of operations
c.
Financing
d.
Logistics, communication and transportation
e.
Requirements on security support, immigration
and customs clearance.
8.
Each Technical Committee appoints a Project Manager or
several Project Managers as the case may be, to carry
out the required survey and demarcation of the
boundary and mapping of the border area.
• •• /3
- 3 -
9.
The Project Manager is in charge of formulating rules
and regulations with respect to field techniques,
procedures, standardization of field books,
computations, field plans etc, organization of the
supplies and implementing policies and decisions of
the Joint Technical (Sub) Committee.
10.
Each country will provide the other side with all
available relevant aerial photographs, satellite
imagery and maps pertaining to the survey areas.
11.
All maps produced out of the Projects will be made
available on an exchange basis.
12.
All maps and data related thereto produced under the
joint programme, will not be released outside
Indonesia and Papua New Guinea without prior
authorization of both countries.
13.
The cost of construction of boundary monuments,
including cost of materials and their transportation,
and the cost of aerial photography for mapping of the
border area will be shared equally between the two
countries. All other costs will be borne by each
respective country.
14.
Both sides agree to make arrangements with their
respective security authorities for:
a.
Security protection in the form of escort
patrols for their own survey parties.
b.
Radio communications between survey teams and
their respective security forces' headquarters •
• . • /4
- 4 -
15.
Each side will extend to the other clearance for
transport aircraft to land on helicopter pads or air
strips in their respective country, whenever
necessary. Request for such clearance will be made
through the respective Project Manager.
16.
Each side will made the necessary arrangements in
respect of the immigration clearance for the entry of
members of the survey teams of the other side into the
survey areas in the course of their duties.
17.
Each side will make the necessary arrangements for the
other in respect of customs clearance, including
exemption from import duties and such other duties by
taking into account their respective customs
regulations for equipment, materials, that are
required for the execution of the survey.
18.
The Joint Technical (Sub) Committee will meet at least
once a year for the duration of the Projects to review
and discuss problems, progress and future of the
Projects. The meeting will be held alternately in
Indonesia and Papua New Guinea, at either Merauke or
Jayapura in Indonesia or Vanimo or Daru in Papua New
Guinea.
19.
This Memorandum of Understanding may be revised at the
request of either country by mutual agreement.
20.
This Memorandum of Understanding will come into effect
when signed by a representative of each country.
Signed at Port Moresby on 4 August 1982.
Signed
FOR THE GOVERNMENT OF THE
REPUBLIC OF INDONESIA
Signed
FOR THE GOVERNMENT OF
PAPUA NEW GUINEA
ANNEX
PROCEDURES FOR THE .SURVEY AND DEMARCATION
OF TEE BOUNDARY BETWEEN THE REPUELIC, OF INDONESIA
AND . PA.PUA . NEW GUINEA
SC.OPE _OF OP_ERATIONS
1.
Survey and demarcation of the boundary will be
conducted concurrently by survey teams of Indonesia
and Papua New Guinea.
2.
The scope of operations will consist of the following
activities:
(a)
Study of all aerial photographs, satellite
imagery and maps to determine the probable
location of the boundary.
If necessary, new
aerial photographs will be taken.
(b)
Investigation of the existing boundary monuments
and auxiliary astro stations (BAS and TA) as
determined by the Joint Indonesia Australia
Border Survey in 1966 and 1967.
(c)
Establishment of new boundary monuments to
replace existing boundary monuments if they are
missing or in danger of being lost.
The new
boundary monuments will be placed on the
meridian through the old positions and not more
than 1 kilometer distant from the positions •
• • • /2
- 2 -
(d)
Establishment of new boundary monuments at
specified sites on the geodesic line between the
existing boundary monuments or their
replacements by Doppler satellite observations
at the auxiliary stations and traversing from
these stations. The proposed general location
of these is indicated in Appendix D.
MONUMENTATION
1.
2.
There are two types of monuments to be used, namely:
(a)
Type A as per Appendix A, will be used for
auxiliary stations close to the correct position
of new boundary monuments to be established.
(b)
Type B as per Appendix B, will be used for new
boundary monuments or the replacement of
existing monuments.
Suitable permanent recovery marks will be planted
within 200 metres of every type A or type B monument.
DATUM
Consistent with the existing boundary monuments, the
final co-ordinates of the new boundary monuments will
be on both astronomic datum (geoid) and WGS-72 •
. . • /3
- 4 -
(ii)
Papua New Guinea will translocate to
existing border monuments.
(iii)
Papua New Guinea will locate intermediate
auxiliary stations by translocation.
(iv)
Indonesia to locate existing stations and
auxiliary stations by point position
techniques with 40 passes.
(v)
If the co-ordinates of the auxiliary
stations as determined by Papua New Guinea
by translocation do not differ from those
determined by Indonesia by point
positioning by more than 10 metres, the
Papua New Guinea co-ordinates will be
adopted.
(vi)
The border point may then be laid in so as
to lay on the geodesic joining the two
adjacent existing markers.
(vii)
Indonesia will then subsequently calculate
transformation parameters to the local
geoid determined by relation to the old
astronomical co-ordinates and the WGS - 72
co-ordinates. Indonesia will then
calculate the position of the new border
point in the terms of the local geoid.
(viii)
If the longitudes as determined by either
side are within 2 seconds of arc of the
positions as determined by the other they
will be accepted.
...I5
- 5 -
(ix)
(d)
If they are not within 2 seconds of arc,
the Joint Technical (Sub) Committee will
reconvene to consider the differences.
Spot photography.
Each monument will be photographed from
altitudes of 1000 ft and 3000 ft respectively.
In case those monuments are established in
featureless environment, additional photography
has to be taken from a higher altitude, not less
than 7000 ft.
(e)
Description of monuments.
The elements of station description of each
monument are;
Monument number and name of place
Preliminary and final co-ordinates
Description of access to station and
topographic sketch of its location and
environment
Recovery marks and diagram
Photographic views from North, East, West
and South.
2.
Standards of accuracy.
(a)
Doppler satellite observations.
With the view of simultaneously obtaining the
necessary accuracies for Project I and II
respectively, 40 acceptable passes are required
at each station.
This will give an expected absolute ac curacy of
10 metres.
• •• /6
- 6 -
(b)
Traverse.
Position closure after azimuth adjustment will
be in the order of 1
5, 000.
(c)
Local azimuth will be determined astronomically
or by gyro observation to the nearest 20 seconds
of arc.
ｏｾｇａｎｉｚｔＮ＠
1•
QE' .SURVEY TEAMS
The survey is to be concurrently carried out by
Indonesia and Papua New Guinea Teams and supported by
the respective security forces. These Teams are
responsible to the respective Projects Manager. The
composition of each Team is as follows:
Team Leader
Chief of Parties
Other members of the Parties.
2.
Prior to the commencement of the survey final
practical details will be discussed between
counterpart Project Managers who, on technical
matters, will have direct communication.
• •. /7
- 7 -
SECURITY MEASURES
It is understood that the commanders of the security
escorts will act in close co-operation and that the
security personnel may move freely as necessary within the
area of survey operations. Each side will provide its own
security forces and those of the other side with programmes
of survey, including aerial operations, indicating dates,
areas of survey and size of Survey Teams. Additional
information will be given as and when necessary.
LOGISl'JCS .. COt1MUN1C.ATiml AND .TRAN.s_:eoJnAl'lON
1.
Logistics.
Each country will provide all necessary logistical
requirements for the survey operation including food,
materials and equipment in such reasonable quantities
as may be required.
2.
Communications.
The Survey
facilities
stipulated
Memorandum
3.
Teams may make use of the communication
of the respective security forces as
in paragraph b of article 14 of the
of Understanding.
Each country will provide its own means of
transportation, including helicopters, for its Survey
Team and security forces to the survey areas.
However, this does not preclude mutual assistance in
case of emergencies.
. •• /8
- 8 -
IMMIGRATLON CLEARAN.CE
1.
Each side will make the necessary arrangements in
respect of the immigration clearance for the entry of
the other side into the survey areas in the course of
their duties on production of valid Identification
Cards.
The Identification Card, in the form as set out in
Appendix C.I will be issued, stamped and signed by the
joint Team Leaders.
2.
Such Identification Card will be valid for a period
agreed upon by the joint Team Leaders and its validity
may be extended from time to time.
3.
Each side will supply on a mutually agreed date to the
other side two copies of a complete list of personnel
with passport size photographs, and will keep the
other side informed of any changes in the composition
of it's Survey Team.
CUSTOMS CLEARANCE
Each side will make the necessary arrangements for the
other in respect of customs clearance, including exemption
from import duties by taking into account their respective
Customs regulations for equipment, materials and supplies
that are required for the execution of the survey. For
this purpose each side will furnish the other the following:
••• /9
- 9 -
(a)
An inventory of equipment at least fourteen days
before the commencement of any survey.
(b)
A list of materials and supplies in such
reasonable quantity as may be required from time
to time.
Such inventory and list as aforesaid, which
will be certified jointly by the Indonesian
and Papua New Guinea Team Leaders will be
presented to the relevant customs authorities
for clearance at the appropriate entry and exit
points.
TY?f A
ｃ･｡＿ｬＬﾷＮＵｯｮｾｇＺｶ＠
,1ror10
MONVMfN ·T
·;or Concrefe
= / .· z
.·3
...
APPENDIX
TYPE 8
MON(/AfENT
:
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ﾷ ﾷ
/-(
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ｾ＠
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o'l
ﾷ ﾷ ﾷ
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EAST
-
ﾷ ﾷＢＧＴＰ＠
t41° oo'
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----1-···:>
0
B
WEST-
oo· E
s
1
38 J3"
f. 6. 67
I
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I
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,
,,
,, ,,- - - - - :- - - - - - -
_,
I
I ,, ,,
)._
,,,,;' /
/"
"·,
,,,,,,,
//
ＱｾＧｑｐﾧｬ＠
;,
.. ﾷ ﾷｲＭ［Ｌｾ＠
t- - - -
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..;. - - - ··.
'·.
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/
/
/
/
>-"----------------------
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;