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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.

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.

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-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 •

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

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 •

(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. 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.

2. 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 •

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-(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.

(ix) If they are not within 2 seconds of arc, the Joint Technical (Sub) Committee will reconvene to consider the differences.

(d) 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.

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-(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ｇａｎｉｚａｔｉＮｏｎ＠ QE' .SURVEY TEAMS

1 • 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.

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 Teams may make use of the communication facilities of the respective security forces as stipulated in paragraph b of article 14 of the Memorandum of Understanding.

3. 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.

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-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:

(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.

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IDENTIFICATlOij CARD

Bearer of this card is a

member of the Joint Indonesia-Papua New Guinea Border

Survey Team.

Joint Team Leaders

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VALID FOR SURVEY AREAS IN IRIAN JAYA AND PAPUA NEW GUINEA

This card is valid

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