AEP-JRM-GEN-CG-8417-0007 Face Survey Procedure For Year 2017 - REV03 - IAP - 29aug

Brunei Shell Petroleum Company Sendirian Berhad
C130505 – Subsea Installation Contract
Transportation and Installation of Pipelines in CY2017
Face Survey
Procedure for Year
2017 SOW
AUTHOR: J. Ray McDermott Far East, Inc. – Brunei Branch

OWNER: BRUNEI SHELL PETROLEUM SDN. BHD.
REV
Project Document No AEP-JRM-GEN-CG-8417-0007
03
Classification Restricted Doc. Type: CG-8417
Inter-company transmittal
Brunei Shell Petroleum
Project: AEP Asset Engineering Projects

Transmittal: AEP-EXT-D-T-JRM-00005
Issue date: 26-08-2016
Transmittal to
J. Ray McDermott Far East, Inc

For attention of Noor Syafarinawati Sony
J. Ray McDermott Far East, Inc.
Brunei Branch
1st Floor, Tai Poo Community Association
Lot 2216, Jln Bunga Raya, Kuala Belait
Negara Brunei Darussalam
Originator: Kasuma Ahmad

Remarks:
Reference: R3649-JRM-BSP-T-0018
Condition: -
Documents
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AEP-JRM-GEN-CG-8417-0007 02 Face Survey Procedure for Y2017 SOW IFC 1 A 15-09-2016
Legend
Issue code(s) :
A Is correct, no comment added. Move to next review cycle
Status code(s) :
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If applicable, please resubmit documents before due date
Please sign a copy of this transmittal and return by mail as acknowledgement of receipt
Raised by: Nur-Azreena Amit Date signed:
Project document control Signed for receipt:
Brunei Shell Petroleum, Seria KB3534, Negara Brunei Darussalam, (Brunei) Page 1 of 1
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The document owner is responsible for distribution control. The original electronic version is stored
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controller Do cu m en t Co n t r o l (BSP-02-Pr o ced u r e-001)
Notice and Warning

Copyright  2009, Brunei Shell Petroleum Company Sendirian Berhad
This document is the property of Brunei Shell Petroleum Company Sendirian Berhad (BSP), Seria
KB3534, Negara Brunei Darussalam. Circulation is restricted to BSP and its designated associates,
contractors and consultants. It must not be copied or used for any other purpose other than which it
is supplied, without the expressed written authority of BSP.
Except where provided for purposes of contractual requirements, BSP disclaims any responsibility or
liability for any use or misuse of the document by any person and makes no warranty as to the accuracy
or suitability of the information to any third party. Any misuse of the document is redressable by BSP.
Document Title: Face Survey Procedure for Year 2017 SOW Revision: Rev 03
Doc Number: AEP-JRM-GEN-CG-8417-0007 Rev Date: 29 Aug 2016
Page 3 of 61
Table of Content
1 Introduction .................................................................................................... 6
1.1 Background ............................................................................................ 6
1.2 Total Work Scope ................................................................................... 6
1.3 PID1979 Darat Gas Pipeline Scope of Work ........................................ 10
1.4 PID1893 Fairley Ampa Pipeline Scope of Work ................................... 10
1.5 Purpose of this Document .................................................................... 10
1.6 Responsibility Matrix ............................................................................. 10
2 Referenced Documents ............................................................................... 12
2.1 General ................................................................................................. 12
2.2 JRM Internal Documents ...................................................................... 12
2.3 Project Specific Documents .................................................................. 12
3 Definitions .................................................................................................... 14
4 Environment, Health and Safety .................................................................. 16
4.1 General ................................................................................................. 16
4.2 Personnel ............................................................................................. 17
4.3 Equipment ............................................................................................ 17
4.4 Management of Change (MOC) ........................................................... 17
4.5 QA/QC .................................................................................................. 18
5 Vessel Spread ............................................................................................. 19
5.1 Survey Vessel ....................................................................................... 19
5.1.1 Survey Spread .................................................................................. 19
5.1.2 Air Dive Spread ................................................................................. 19
5.1.3 ROV Spread ...................................................................................... 19
5.2 Vessel Operations ................................................................................ 19
5.3 Development of Activity Specific Operating Guidelines (ASOG) .......... 20
5.4 Vessel Positioning Trials....................................................................... 20
5.5 Vessel on Site – Commencement of Diving Operations ....................... 20
5.6 Resumption of Diving Operations ......................................................... 20
5.7 DP Alert Responses ............................................................................. 20
5.7.1 Verbal Advisory ................................................................................. 20
5.7.2 Yellow - Degrading ............................................................................ 21
5.7.3 Red – Emergency Status .................................................................. 21
5.8 Vessel Movement Limitations ............................................................... 21
6 Jacket & Riser Specifications....................................................................... 23
7 Reporting and Documentation ..................................................................... 24
7.1 Drawings............................................................................................... 24
7.2 Photographs ......................................................................................... 24
7.3 Video Survey ........................................................................................ 24
8 Jacket Face Survey Operations ................................................................... 25
8.1 PID1979 AMGP09 & AMDP09 Platform ............................................... 26
Page 4 of 61
8.1.1 Task Plans – AMGP09 Platform ....................................................... 28

8.1.2 Task Plans – FACP04 ....................................................................... 36
8.2 PID1893 AMRJ01 Platform................................................................... 45
8.2.1 Task Plans – AMRJ01....................................................................... 47
9 Contingency Plans ....................................................................................... 54
9.1 Equipment failure .................................................................................. 54
9.1.1 ROV .................................................................................................. 54
9.1.2 Survey ............................................................................................... 54
9.1.3 Vessel DP Failure ............................................................................. 54
APPENDIX A Vessel Specification ................................................................... 55
APPENDIX B Survey Spread ........................................................................... 56
APPENDIX C ROV Spread .............................................................................. 57
APPENDIX D Survey Drawings ........................................................................ 58
APPENDIX E Vessel Setup at Platform ........................................................... 59
APPENDIX F HAZID Worksheets .................................................................... 60
APPENDIX G Reference Drawings .................................................................. 61
Page 5 of 61
1 Introduction
1.1 Background
Brunei Shell Petroleum Company Sdn. Bhd. (COMPANY) has awarded a Contract titled
“C130505 – Subsea Installation Contract” to J. Ray McDermott Far East, Inc. – Brunei Branch
(CONTRACTOR) on 10th November 2014. C130505 is a three year framework agreement
(Y2015-Y2017), with an option of extension by one year. Under the same Contract, COMPANY
has approved a VARIATION for transportation and installation of two pipelines in Y2017. Scope
of Work for Y2017 are provided at Section 1.2 below.
1.2 Total Work Scope
Following is the summary of CONTRACTOR’s total work scope;
 Project Management
 Procurement of the following;
- Consumables
- Riser Clamp material
- Subsea Flanges/Bolts/Gaskets/Crossings/Installation Aids
 Engineering
- Transportation and Installation Engineering
 Fabrication
- Riser/Riser Clamps
- Subsea Tie-In Spools
- Pipeline Crossings
 Transportation and Installation
- PID1979 Pipeline and Riser
- PID1893 Pipeline and Risers
 Pre-commissioning of Pipelines
Figure-1 and 2 show the Schematic Field Layout for PID1979 and PID1893.
Page 6 of 61
Figure-1 PID1979 Field Layout

Page 7 of 61
Figure-2 PID1893 Field Layout

Page 8 of 61
Figure-3 Tow Routes to Ampa Field
Page 9 of 61
1.3 PID1979 Darat Gas Pipeline Scope of Work
 1 No. Subsea Pipeline
- DN300 (OD = 323.9mm), CS, 10.9Km, 12.7mm and 15.9mm WT from AMGP09 to
03 Rasau Production Station Landfall Point
 1 No. Pipeline Riser at AMGP09
 Trenching (offshore) and beach pull for shore approach
1.4 PID1893 Fairley Ampa Pipeline Scope of Work
 1 No. Subsea Pipeline
- DN300 (OD = 323.9mm), CS, 23.4Km, 12.7mm WT from FACP04 to AMRJ01
 2 No. Pipeline Risers
- 1 No. Riser at FACP04

- 1 No. Riser at AMRJ01
1.5 Purpose of this Document
The purpose of this document is to provide a procedure to perform jacket face survey.
The jacket face survey will be carried out at four (4) platforms which are AMGP09,
AMDP09, AMRJ01 and FACP04. This procedure will indicate the type of survey and
different types of checks required to obtain actual site conditions at the respective
platforms. The acquired data will be used to fabricate actual dimensions for
COMPANY’s offshore items.
1.6 Responsibility Matrix
For avoidance of doubts, the responsibility matrix is the following:
S/N Scope of Work McDermott Subcontractor

Provision of DP2 Bourbon Supporter complete with 24
1. hours diving operations, ROV operations and Survey X
operations
2. MGO for DP 2 Bourbon Supporter X
3. Provide jacket face survey procedure X
4. BSP Offshore Permit to Work application X
Page 10 of 61
Perform jacket face survey using onboard ROV and

5. Divers to check for any obstruction / clashes at clamp X
location and riser installation as per scope of work
Provide equipment to clean the jacket brace of clamp
6. location with water blaster / barnacle buster or X
equivalent
Provide equipment and tools for jacket measurement
7. as per scope of work i.e taut wire, batter gauge, water X
level, clump weight, etc.
Provide the jacket face survey report based on data
recorded. The report should include the jacket
8. X
elevation drawings with measurements and
photographs.
Provide bunks and office facilities for McDermott Field
Engineers, McDermott Survey Representative,
9. McDermott Diving Representative, BSP CSR and BSP X
TSM with screen for Diver and ROV video, internet,
local telephone line and printer.
Transportation to and from Bourbon Supporter for
10. mob/demob of McDermott and BSP personnel: X
03 - Crew boat booking
Transportation to and from Bourbon Supporter for
mob/demob of McDermott and BSP personnel: BSP to
11.
03 assist
- Provision of crew boat
Vessel setup at AMGP09:
BSP to
12. - Provision of AHT for setup the anchors assist
- Provision of boat for setup the soft moorings
Boat for personnel movement between Bourbon BSP to
13.
Supporter and platforms assist
BSP to
03 14. Provide safe access for taut wire installation
assist
15. Dive Plan / Diving Procedure X
Page 11 of 61
2 Referenced Documents
2.1 General
No Document No Description
1 CONTRACT C130505 Subsea Installation Contract
2.2 JRM Internal Documents
1 MDR-GLOBAL-L2-HSE-002-01 to 09 HSES Administration Manual

2 HSES Safe Working Practices
MDR-GLOBAL-L2-HSE-003-01 to 05
Manual
3 Marine Operations Engineering
MDR-AP-L3-MAR-001
Practices (SEA)
4 Offshore Installation Procedure
MDR-GLOBAL-L2-MAR-002
Format & Development
5 MDR-ME-L2-MAR-007 Offshore Pipeline Installation
6 MDR-AP-L2-DIV-004 Air Diving Manual
7 MDR-GLOBAL-L2-MGT-002 Management Of Change
2.3 Project Specific Documents
GENERAL
1 AEP-JRM-GEN-AA-5760-0001 Project Execution Plan

HSES
2 AEP-JRM-GEN-HS-5798-0001 Project HSES Management Plan

3 Project Emergency Response Preparedness
AEP-JRM-GEN-HX-6019-0001
Plan
4 AEP-JRM-GEN-HE-7180-0001 Project Environmental Management Plan
5 AEP-JRM-GEN-HH-0709-0001 Project Risk Management Plan
6 Jacket Face Survey HAZID Report
AEP-JRM-GEN-HX-0505-0001
.
QA/QC
Page 12 of 61
7 MPM-JRM-GEN-QA-5798-0001 Project Quality Management Plan

8 AEP-JRM-GEN-HX-5880-0001 HSES Bridging Document Bourbon Supporter
DIVING
9 AEP-JRM-GEN-CX-5880-0010 Air Diving Manual

10 AEP-JRM-GEN-CX-5880-0009 Project Diving Plan
ROV
11 AEP-JRM-GEN-CG-8417-0003 ROV Procedure
Page 13 of 61
3 Definitions
Term Definition
CONTRACT “CONTRACT” shall mean the terms and conditions of this

contract (C130505 Subsea Installation Contract), and the
Attachment including those incorporated by reference, and any
subsequent amendments to them as may mutually be amended
from time to time in accordance with the terms of this
CONTRACT.
COMPANY/BSP Brunei Shell Petroleum Company Sendirian Berhad
CONTRACTOR/JRM J. Ray McDermott Far East, Inc. – Brunei Branch
WORK "WORK" shall mean all activities necessary or incidental to be
carried out, including all services to be rendered by the
CONTRACTOR, and all materials and equipment to be provided
by the CONTRACTOR, in accordance with the CONTRACT, and
more specifically Section IV – SCOPE OF WORK of the
CONTRACT.
PMT Project Management Team
SUBCONTRACT "SUBCONTRACT” shall mean any contract between the
CONTRACTOR and any party (other than the COMPANY or any
employees of the CONTRACTOR) or between a
SUBCONTRACTOR and another SUBCONTRACTOR of any tier
for the performance of any part of the WORK.
SUBCONTRACTOR "SUBCONTRACTOR" shall mean any party (other than the
CONTRACTOR) to a SUBCONTRACT.
T&I Transportation and Installation
DGPS Differential Global Positioning System
DP Dynamic Positioning
DPO DP Operator
HAZID Hazard Identification
HSE Health Safety and Environment
MOC Management of Change
MT Metric Ton
MWS Marine Warranty Surveyor
PPE Personnel Protective Equipment
ROV Remotely Operated Vehicle
SWL Safe working Load
TBA To be advised
TBC To be confirmed
TRA Task Risk Assessment
Page 14 of 61
Term Definition
PPE Personnel Protective Equipment

TBT Tool box talk
Page 15 of 61
4 Environment, Health and Safety

4.1 General
All activities/ operations described in this document will be executed in accordance with
the CONTRACTOR’s HSE plan and in accordance with the COMPANY’s HSE
Requirements for CONTRACTORs.
Prior to commencing the works, a detailed Hazard Identification (HAZID) study has been
performed to identify job specific hazards and the mitigating actions required. The results
of the HAZID study have been recorded on worksheets and collated. In addition, where
appropriate, a specific study known as a Task Risk Assessment (TRA) will be performed
on individual tasks. The purpose of the TRA is to identify possible hazards for a specific
activity and to identify any mitigating actions required to perform the task safely. The TRA
result will also be presented on worksheets. TRA may be performed as part of procedure
review or also conducted during the offshore phase of the project. A TRA toolbox talk shall
be conducted with the workforce prior to undertaking any work activities.
The safety of personnel is of paramount importance during all installation and related
activities. All safety precautions shall be taken to minimize risk to all personnel involved.
It is the responsibility of the supervisors as well as the individual to ensure that the
following points are considered prior to commencement of activities:
 Ensure each individual is aware of and understands his/her roles and

responsibilities during shift meetings
 TRA/toolbox talks to be performed prior to commencing shifts
 Critical TBT to be performed prior to commencing task to identify critical tasks of
the project.
 Check that required equipment is in good condition and suitably maintained and
has valid certifications
 Ensure good housekeeping to avoid unnecessary trip hazards
 Check whether personnel require any further training prior to commencing
activities
 Check that all personnel have correct PPE
 Check whether manual handling is necessary or can be avoided
 Ensure installation of any screens or barriers for the protection of others if
necessary
 Ensure availability and accessibility of sufficient first aid materials and facilities
 Safety walk through of all installed equipment on the vessel will be carried out to
ensure safe entrance and access.
 All the onshore/offshore work shall comply with the standard McDermott HSE
documents as well as any more stringent client requirements
 Project activities associated with this procedure are subjected to HAZID
 All personnel to utilize the appropriate Permit To Work Systems
Page 16 of 61
Note: Access to work area on deck is restricted to working personnel only, access to other
personnel onboard will be granted by OCM for limited hold point witnessing period when
required.
4.2 Personnel
The following personnel safety conditions shall be respected and strictly adhered to during
the operations:
 All personnel and crew onboard the vessel shall, at all times, use the standard
personal protective clothing when working in vessel’s work areas. Proper PPE to
include as a minimum: coveralls, hard hats, safety glasses, gloves, hearing
protection and safety boots
 All personnel shall be familiar with vessels safety/evacuation procedures
 TRA/tool box talks to be carried out prior to all critical offshore activities
4.3 Equipment
Incorrect operation of the equipment can cause damage and create safety hazards to
operational personnel. Therefore, the following minimum precautions shall be adhered to:
 Only equipment with valid certification is to be used
 All rigging will have valid certification prior to being allowed on the vessel
 Crane maintenance records shall be checked
 Close radio communication between the personnel participating in the operation
shall be established.
4.4 Management of Change (MOC)
Site conditions may warrant changes to procedures and planning for the work to be
undertaken in a safe and expedient manner. In such an event, CONTRACTOR’s
Operations Engineer / Field Engineer shall consult with its onshore management, BSP
CSR and MWS (if required). Following agreement between all parties, this procedure may
be revised to suit the prevailing conditions.
The Field Engineer is responsible for preparing all Project related MOCs. The changes
must be documented, risk assessed and approved through MOC process prior to
implementation of the change. Refer to MDR-GLOBAL-L2-MGT-002 Management of
Change Procedure.
In circumstances where the immediate safety of personnel or equipment is in jeopardy,

the OCM is authorized to take immediate action to safeguard the situation. Once the
situation is safely under control, work must be stopped and events, mitigations and future
plans need to be reviewed, documented and executed.
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4.5 QA/QC
All activities and operations shall be performed and completed in accordance to QA

Requirements for Contractors. The Field Engineer and the work site supervisors are
responsible for monitoring the progress of the work and recording pertinent information as
dictated in the task plan.
As works are completed, the Field Engineer will collate the completed task plans and the
related Task Completion Certificates. Task Completion Certificate forms shall be filed and
collected offshore by the Field Engineer or QA/QC Representative to be part of the As-
Built Dossier.
Page 18 of 61
5 Vessel Spread
The following sections will present essential information on DSV Bourbon Supporter, its
crane, Air Diving, ROV and survey. For more detailed information, refer to Appendix A
5.1 Survey Vessel
Bourbon Supporter has been selected by CONTRACTOR to perform the jacket face
survey at AMPA and Fairley field. The DP2 vessel is equipped with an 8 points mooring
system, a 40MT (Offshore/Subsea) knuckle boom crane, survey spread, air diving and
ROV spreads capabilities.
5.1.1 Survey Spread
The vessel is equipped with a survey spread complete with survey personnel. The
complete list of equipment under Appendix B
5.1.2 Air Dive Spread
The Bourbon Supporter is equipped with a dual LARs air dive system. The air dive LARs
is a built in system positioned on the starboard side of the vessel.
5.1.3 ROV Spread
The vessel is equipped with an observation class Seaeye Cougar-XT. The Seaeye
Cougar-XT is a compact, highly flexible and extremely powerful electric ROV with working
depths of 2000 metres with forward speeds up to 3.2 knots. The ROV system comes
together with a Launch & Recovery System (LARS). More details on the ROV system can
be found under Appendix C
5.2 Vessel Operations
This section provides an overview of vessel DP operations. For further information refer
to the Bourbon Supporter DP Operations Manual. For further details and requirements for
Diving from DP Vessels refer to:
 Kreuz Subsea (B) Sdn. Bhd (KSB) Air Diving Manual Section 8: Surface oriented
Diving From DP Vessels (KS-D-MA-03-09)
 SMR Generic DP Operating Procedures February 2009
 IMCA DO10 Diving Operations from Vessel operating in Dynamically Positioned
Mode Rev.3 2008
 BSP-02-Standard-1652-HSE Standard Module 18, Diving and ROV Operations
(Rev.4)
 Shell DEP (DEP 37.90.10.32-GEN) DP Vessels Selection and Operation
Page 19 of 61
 Bourbon Supporter – DP System FMEA: 9480784_FR_L150019 Rev.0

 Bourbon Supporter – FMEA Proving Trials
 DP2 Manual of Permitted Operations (MOPO) - Marine
5.3 Development of Activity Specific Operating Guidelines (ASOG)
The vessel operates in accordance with Shell DEP and ASOG shall be in place prior to
the operation of the vessel in field.
5.4 Vessel Positioning Trials
Vessel DP and survey trials shall be completed prior to the vessel entering each field. The
Vessel Master shall oversee the trials and the appropriate check list shall be
acknowledged by BSP CSR prior to the vessel entering the field. The vessel master shall
be responsible for the frequency of DP trials but as a minimum they shall be every 6
months. For further information refer to the Bourbon Supporter DP Operations Manual.
5.5 Vessel on Site – Commencement of Diving Operations
The DSV shall set up on DP at the nominated work site in accordance with the vessel
operations procedures. Vessel heading shall be determined depending on the prevailing
weather and sea state. The vessel DPO shall monitor the vessels position and station
keeping systems for a minimum of 30 mins. When the DP system reliability has been
confirmed and the vessel DPO and / or Master is satisfied that it is safe to proceed, the
vessel diving permit shall be approved and dive control given the green light for diving to
commence. The DSV shall setup on anchors and soft moorings at AMGP09 due to space
constraint. The anchor pattern and soft mooring arrangements shall be approved by
COMPANY CSR prior to proceed with the operation.
5.6 Resumption of Diving Operations
When diving operations have been temporarily interrupted, the DPO must complete the
appropriate checks and confirm the DP status is satisfactorily and the diving supervisor is
to sign off the DP checklist before recommencing dicing operations.
5.7 DP Alert Responses
A set of DP status lights will be provided in Dive Control and ROV Control which are
operated from the bridge, diving may only commence when the green light has been given
by the bridge. On initiation of alert levels, yellow or red, by the DPO, diving operational
responses should be carried out as defined in this section. Alarm status checks shall be
completed as part of the pre-dive checks.
5.7.1 Verbal Advisory
Master / diving supervisor is made aware of possibilities of change in weather.

Page 20 of 61
5.7.2 Yellow - Degrading
The Diving Supervisor shall instruct the divers to suspend operations and, where practical
make safe any work or items of equipment that could offer a further hazard before moving
to an agreed safe location. After consulting with the Diving Supervisor, the DPO should
decide on any necessary further action. This may involve the divers returning to the
deployment device and preparing to return to the surface, or returning to the work site.
If the DP Operator is unable to provide clear advice, the Diving Supervisor should instruct
the divers to return to the dive stage and / or prepare to return to the surface as
appropriate. The diver’s safety is paramount, if there is any doubt about the appropriate
course of action, the DPO and Diving Supervisor should both act to provide the greatest
protection for the divers.
5.7.3 Red – Emergency Status
The Diving Supervisor shall instruct the divers to return immediately to the stage and
prepare to return to the surface. After considering any potential hazards, the stage shall
be recovered as soon as possible. The DPO must use all available means to minimize
vessel position loss during recovery of the dive stage.
5.8 Vessel Movement Limitations
Under stable DP Control and under Dive Supervisor’s approval, the DPO may execute
changes to the previously agreed vessel position or heading without requesting that divers
be recalled to the stage provided; all relevant personnel have been advised, and that the
DPO and the Diving Supervisor are both satisfied the following criteria are met, in keeping
with section 6 of IMCA D 010, “Diving Operations from vessels operating in dynamic
positioning mode” that:-
 The move can be executed safely

 Umbilical and other diving-related work lines are clear and will remain so ensuring
the move
 Divers understand the move and are not endangered by it
 Divers can easily reach the stage if the need arises
 Three independent position references will be on-line throughout the move
 The move is executed at low speed
 Change of heading and position are not carried out simultaneously
 The move can be stopped at any time
 The move shall not exceed the scope of any one of the three position references
 The move shall not exceed the scope of any one of the three references
 It is accepted that the move shall be stopped if any position reference has to be
repositioned
 The DPO is to verify the move input before execution
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 Due account has been taken off the selected centre of rotation when heading is to
be changed
 Any one single movement shall not exceed 5m step and a maximum heading of 5
degrees.
If the DPO has any doubts about the safety of the move, he/shell shall instruct the Diving
Supervisor to recall the divers to the stage and stop the move whilst he/she and the
Offshore Construction Superintendent reassess the safety of proceeding.
Page 22 of 61
6 Jacket & Riser Specifications

The jacket information and the riser clamps elevation are summarize in Table 1 below.
Table 1 – Face Survey Scope

Jacket Water
Platform PID Clamp Elevation Riser Details
Face Depth
Size: 323.9mm OD x
AMGP-09 15.9mm x 23m
A1 – A4 EL (+) 3.778m
495 902.25 E 1979 19.96m (approx.)
South EL (-) 7.925m
518 572.46 N Material: CS (ISO
3183:2012)
For bowstring at:
Bow
AMDP-09 Leg A4 19.96m EL (+) 3.048m NA
String
EL (-) 11.735m
HOC EL (+) 3.048m
Type-1 EL (-) 6.215m Size: 323.9mm OD x
12.7mm x 68m
B1 – B4 Type-2 EL (-) 9.998m
1893 (approx.)
FACP-04 South Type-3 EL (-) 22.19m
Material: CS (ISO
486 750.24 E 64.3m Type-4 EL (-) 35.29m 3183:2012)
547 724.34 N Type-5 EL (-) 49.62m
For bowstring at:
Bow EL (-) 34.443m
Leg B1 NA
String
EL (-) 48.768m
HOC EL (+) 3.048m Size: 323.9mm OD x

12.7mm x 47m
A1 – A2 Type-1 EL (-) 6.992m
1893 (approx.)
AMRJ-01 West Type-2 EL (-) 17.66m
Material: CS (ISO
499 153.80 E 41.7m Type-3 EL (-) 29.85m 3183:2012)
528 436.31 N For bowstring at:
Bow EL (-) 16.764m
Leg A2 NA
String
EL (-) 28.986m
Page 23 of 61
7 Reporting and Documentation

The results of face survey are to be recorded in electronic format. These reports provide
for the recording of relevant data and information on the jacket face at proposed clamp
location and pipeline lay route.
7.1 Drawings
Where the face survey data recorded and obstruction been identified, jacket elevation
diagram and measurement taken are to be produced and incorporated in the report,
highlighting proposed clamp locations.
7.2 Photographs
Color photographs shall be provided in the inspection reports. All photographs shall be
numbered, annotated including location and orientation, and dated to identify the particular
item.
Reports shall include sufficient photographs to show or provide clarification of the

following:
 Details of obstructions or anomalies found

 Details of measurements taken
 Scour or subsidence
 Debris on seabed within 50m of jacket face corridor for FACP-04 & AMRJ-01
platforms and within 90m of jacket face corridor for AMGP-09 platform
7.3 Video Survey
A full video survey required covering all areas/surfaces measured and checked. The
survey is to be recorded in real time and with diver’s commentary over all survey parts of
the structure.
Page 24 of 61
8 Jacket Face Survey Operations

The vessel will be required to work at 4 different platforms in order to complete the jacket
face survey operations. The platforms involved are AMGP09 & AMDP09 in the AMPA field
and AMRJ01 & FACP04 at Fairley field. The survey will involve the usage of air divers and
also ROV equipped with survey equipment. Where divers are unable to perform the works
due to depths exceeding air dive limit, ROV will be required to perform the inspection to
the best of its capability in order to obtain data.
Jacket face survey work in general:
 Carry out jacket position and orientation checks

 Confirm the relevant jacket brace diameters
 Check any obstructions for clamp installation
 Check any obstructions for riser installation
 Check true jacket batter angle
 Confirm riser offset to jacket braces at all future clamp locations using taut wire
or agreed alternative
 Confirm the water depth at all platform locations (AMGP09, AMDP01, AMRJ01
& FACP04)
 Confirm seabed contour (levelness) under and around future riser exit at
seabed level
 Check the jacket brace ovality where the subsea clamps will be installed
 Check debris or un-identified pipeline/cable crossings that are directly under
future risers
 Check debris or un-identified pipeline/cable crossings on seabed within 50m of
jacket face corridor for FACP-04 & AMRJ-01 platforms
 Check debris or un-identified pipeline/cable crossings on seabed within 90m of
jacket face corridor for AMGP-09 platform
 Confirm as-built drawings in line with existing structures/pipelines/cables etc.
Page 25 of 61
8.1 PID1979 AMGP09 & AMDP09 Platform
The below task plan describes all the necessary steps / operations to be performed in
order to carry out the jacket face survey at AMGP09 platform.
Jacket Face Survey – AMGP09 & AMDP09

Task Summary
 Setup vessel at AMGP09 with anchors and soft moorings
 ROV Survey of AMGP09 Jacket
 ROV survey of AMDP09 Jacket
 Taut wire installation
 Air Dive jacket measuring and brace cleaning
Operation Limitations
 ROV is observation class ROV w/o manipulator
 Weather Conditions (based on weather forecast)
 Close proximity of platforms. Vessel will be working within AMDP09, AMGP09 & AMCA09
platform in the AMPA complex.
Safety Considerations
 DP checks to be carried out to enter 500m exclusion zone.
Distribution
Position Copies Position Copies
JDR JRM Diving Rep X DF Deck Foreman X
JSR JRM Survey Rep X CAPT Vessel Captain X
FE JRM Field Engineer X SR Survey Supervisor X
DIVS Diving Supervisor X ROV ROV Supervisor X
CSR Client Site Representative X
References
Procedure Reference MPM-JRM-GEN-CG-8417-0007
Drawing Reference R3649-PL-DSV-1009
Equipment List
No. Item Qty
1. Diver operated removal tools –scrapers, etc (DORT) 12 ea
Page 26 of 61
Jacket Face Survey – AMGP09 & AMDP09

2. Hydraulic Barnacle busters OR Equivalent for brace cleaning 1 lot
Caviblaster Cleaning Machine OR Equivalent for heavy marine growth
3. 1 lot
removal
4. Underwater Hydraulic Grinder 1 ea
Steel and Fiberglass Tape measures
 10m 3ea
5.
 30m 3ea
 50m 3ea
6. Tailor tape 10ea
7. Taut wire C/W winch and bracket & 100m wire 2ea
20 kg counter weights
8. (To be used as Taut wire weights if it cannot be installed on bottom 2ea
member)
Calipers (for a ovality measurement)
9. Size 20” 2
Size 26” 2
10. 6mm Diameter Poly Rope 6 coil
12. Grease marker 10 box
13. TAJIMA Slant level 4ea
14. 1m Spirit Level 2ea
Roundsling:
 1T x 2m lg. 5ea
15.  2T x 2m lg. 5ea
 3T x 2m lg. 5ea
 5T x 3m lg. 5ea
Shackle:
16.  SWL 3-1/4 T 10ea
 SWL 6-1/2 T 10ea
17. ROV Water Depth Sensor 1 Lot
Page 27 of 61
8.1.1 Task Plans – AMGP09 Platform
Reference Dwg /
Step Task Description Party
Remarks
Pre –Status Check
1. All general Permits to Work issued & signed-off.
2. TRA and TBT carried out to discuss the upcoming task.
Task Plan 1 –Vessel setup at location

Surveyor to plot all existing pipelines, proposed protection Appendix D
1. mattresses and proposed PID1979 pipeline on the survey SR R3649-PL-DSV-GN-
screen 1009-02
Set up and establish DP references prior entering AMPA
2. CAPT
complex.
Setup vessel at south of AMGP09 platform based on anchor Appendix E
3. pattern drawing approved by COMPANY’s SMR. Refer to CAPT Vessel setup at
Appendix E. platforms
Task Plan 2 – ROV Survey at AMGP09 platform
Perform ROV dive checks and prepare to launch ROV to depth
SR
4.
Note: ROV
Install depth sensor onto ROV
Fly ROV to mudline of AMGP09 platform and perform depth Appendix D
checks and seabed contour (levelness) under and around
5. ROV R3649-PL-DSV-GN-
future riser exit. Record the data and reconfirm with
COMPANY provided drawing. 1009-01
Fly ROV to seabed level of jacket leg A1. ROV to settle on

6. ROV
seabed and position against jacket leg.
Once ROV is in position, survey personnel to take multiple ROV
7.
fixes. SR
Fly ROV to next jacket leg A4. ROV to settle on seabed and ROV
8.
position against jacket leg. SR
Once ROV is in position, survey personnel to take multiple
fixes. ROV
9.
SR
Note:
Page 28 of 61
Reference Dwg /
Remarks
Surveyor shall plot the jacket location and orientation based
on the reading taken by ROV. ROV to take another fix at leg
A3 if required.
Once completed, ROV then go to crossing PC-6 location and ROV Appendix D
10. locate existing pipeline. Survey the area and take note of any SR R3649-PL-DSV-GN-
anomalies found. FE 1009-02 & 03
ROV
11. ROV to identify existing pipeline and take multiple fixes.
SR
Appendix D
ROV then fly to next crossing location PC-5. Survey the area ROV
12. R3649-PL-DSV-GN-
to observe and record any anomalies found. SR
1009-02 & 03
ROV
13. ROV to identify existing pipeline and take multiple fixes
SR
Appendix D
03 ROV then fly to next crossing location PC-4 & PC-3. Survey ROV
the area to observe and record any anomalies found. SR
1009-02 & 03
03
ROV
15. ROV to identify existing pipeline and take multiple fixes
SR
Once completed the survey at PC6, PC5, PC4 & PC3 location,
ROV to check the debris or un-identified pipeline/cable
crossings on seabed within 160m of jacket face corridor.
ROV to fly along each existing pipelines and take fix reading ROV Appendix D
03 16. at every 5m up to 160m corridor from AMGP09 jacket face. SR R3649-PL-DSV-GN-
FE 1009-02 & 03
Note:
If any debris found, JRM to consult with BSP CSR for remedial
works. ROV or diver will be utilized to reposition the debris or
recover to surface if required.
Task Plan 3 – ROV Survey at AMDP09
Fly ROV to 4 proposed protection mattresses locations,
observe and record any anomalies found. Refer to Appendix
D for drawings. Appendix D
ROV
SR
Info: These proposed protection mattresses location is to 1009-02 & 03
protect the existing pipelines from the bowstring rigging during
pipeline lowering.
Page 29 of 61
Reference Dwg /
Remarks
Note:
ROV to identity existing pipeline / cable / debris
Fly ROV to mudline of AMDP09 platform and perform depth ROV
18. checks. Record depth of platform and reconfirm with the
drawing. SR
ROV then go to AMDP09 platform (South Face) to leg A4. Appendix D

19. ROV visually inspect the jacket leg and observe/record any ROV R3649-PL-DSV-GN-
anomalies or obstruction for bowstring rigging installation. 1009-02 & 03
ROV to check the debris or un-identified pipeline/cable
crossings on seabed within 100m of jacket face corridor. Appendix D
03 20. R3649-PL-DSV-GN-
ROV to fly along each existing pipelines and take fix reading 1009-02 & 03
at every 5m up to 100m corridor from AMDP09 jacket face.
Recover ROV to surface.
21. Note: ROV

Air Divers to be prepared for diving works with all diving
checks completed.
Task Plan 4 – Jacket Face Survey by Divers
Send riggers to platform to measure the location of HOC
location. Mark the center line of the HOC location and observe
for any clashing or anomalies. Install the taut wire table and
lower down taut wire to water.
Appendix D
DF R3649-PL-DSV-GN-
22. 1009-01 & R3649-
DIVS PL-DSV-GN-1014
Page 30 of 61
Reference Dwg /
Remarks
Note: Taut wire to have a clump weight to lower down to
seabed and positioned at the distance of the standoff of the
riser clamp to be 989mm center to center. Diver has to
measure out taut wire clump weight location on seabed the
same to ensure the taut wire according to jacket batter angle.
Lower divers to working depth of EL(-) 7.925m
Appendix D
23. Divers to perform measurement of the proposed clamp DIVS R3649-PL-DSV-GN-
location with reference to existing riser/j-tube (if any) or from
1009-01
the edge of jacket leg based on the drawings.
Divers to check the water depth on the horizontal brace where DIVS
24.
the clamp will be installed using pneumo depth sensor. SR
Divers then re-check proposed clamp location against existing

risers at the platform. The dimensions given below is based
on COMPANY’s supplied drawings.
i) Centre line of existing Riser PID0324 to proposed
clamp location is 1.707m
25. DIVS
ii) Centre line of existing Riser PID0025 to proposed

clamp location is 2.238m
Page 31 of 61
Reference Dwg /
Remarks
Mark center line of proposed subsea clamp. Then measure

26. 500mm on either sides of the center line and mark the DIVS
locations.
Divers then use cleaning tools to clean the brace. Members
will need to be cleaned completely around the member and
27. record the circumferential measurement. DIVS
Note: From center line, up to 500mm on either sides.

Divers to check for any clashes, anodes, doubler plates, other
risers, etc.
Appendix D
28. DIVS R3649-PL-DSV-GN-
Divers to take the measurement of existing anodes, risers, etc. 1009-01
from the proposed PID1979 subsea clamp. Refer to Appendix
D - R3649-PL-DSV-GN-1009-01.
Divers to mark the jacket member elevation on the taut wire
using the bull dog clip or similar.
R3649-PL-DSV-GN-
29. Note: Use the spirit level to ensure the levelness and accuracy DIVS
1014
of the mark on the taut wire. This mark to be checked on the
surface to get the actual distance of the jacket members and
height of the jacket from seabed.
Page 32 of 61
Reference Dwg /
Remarks
Divers to check the batter of the jacket using a batter gauge
equipment or equivalent.
30. DIVS
Note: The jacket batter check to be done correctly to ensure
the fabrication can be done correctly.
Divers to swim down to seabed on PC-8 location. Divers to
check the debris or un-identified pipeline/cable crossings that
DIVS
31. are directly under future riser location. Take multiple fixes for
SR
the surveyor to record.
Divers to perform physical measurements of any existing

pipeline/cable/debris found from the jacket mudmat brace and
also the height from seabed. DIVS
32.
SR
Note: The data recorded will be used to design the riser and
gooseneck spool at this location.
Divers to observe the seabed condition including soil stiffness
DVS
33. and check the seabed contour under and around future riser
SR
exit.
Divers to swim to PC-5 and PC-6 crossing locations and DIVS
34. measure the height of existing pipelines. (If required – CSR to
SR
advice)
35. Recover the divers to surface DIVS
Page 33 of 61
8.2 PID1893 FACP04 Platform
The below task plan describes all the necessary steps to perform the jacket face survey
at FACP04 using divers and ROV.
Jacket Face Survey – FACP04

Initial status
Vessel move from AMPA complex out to Fairley Complex at FACP04. Vessel will be working south
side of the platform on Row B.
Task Summary
 Setup vessel FACP04
 ROV Survey
 Water depth at location is 60m.
 Air dive will perform the survey up to EL (-) 34.443m jacket members, ROV will perform the
survey at EL (-) 48.768m up to seabed.
Distribution
Copie
Position Position Copies
s
References
Page 34 of 61
Jacket Face Survey – FACP04

Equipment List
No. Item Qty
3. 1 lot
removal
 10m 3ea
5.
 30m 3ea
 50m 3ea
6. Tailor tape 10ea
member)
9. Size 20” 2
Size 26” 2
Roundsling:
 1T x 2m lg. 5ea
15.  2T x 2m lg. 5ea
 3T x 2m lg. 5ea
 5T x 3m lg. 5ea
Shackle:
16.  SWL 3-1/4 T 10ea
 SWL 6-1/2 T 10ea
Page 35 of 61
8.2.1 Task Plans – FACP04
Reference Dwg /
Remarks
Pre –Status Check

Set up and establish DP references prior entering Fairley
complex.
03
1. CAPT
Safety Note: Vessel position will be adjacent to the flare.
Captain to ensure the Bourbon Supporter is adhere to facility
flare radiation safe working distance.
2. Vessel will be working on Row B South side of jacket. CAPT
Surveyor to plot all existing pipelines and proposed PID1893
3. pipeline on the survey screen 50m corridor from FACP04 SR
Jacket Face
Task Plan 2 – ROV Survey at FACP04 Platform
Perform ROV dive checks and prepare to launch ROV to
depth.
4. ROV
Note:
Install water depth sensor onto ROV
Fly ROV to mudline of FACP04 platform and perform depth
checks and seabed contour (levelness) under and around Appendix D
5. ROV
future riser exit. Record the data and reconfirm with the R3649-PL-DSV-GN-
drawing. 1011
Fly ROV to seabed level of jacket leg B1. ROV to settle on
6. ROV
7. ROV
fixes.
Fly ROV to next jacket leg B4. ROV to settle on seabed and
8. ROV
position against jacket leg.
Page 36 of 61
Reference Dwg /
Remarks
fixes.
9. Note: ROV
Surveyor shall plot the jacket location and orientation based
on the reading taken by ROV. ROV to take another fix at leg
B2 if required.
Appendix D
Fly ROV along proposed riser location to inspect for any
anomalies or obstructions along the riser location.
1011
Fly ROV along Jacket leg B1 to inspect for any anomalies or
11. obstruction along the jacket leg for bow string rigging ROV
installation.
ROV to check debris or un-identified pipeline/cable
crossings on seabed within 50m of jacket face corridor
Appendix D
ROV to fly along each existing pipelines and take fix reading
1011-02
at every 5m up to 50m corridor from FACP04 jacket face.
13. Note: ROV

checks completed.
Page 37 of 61
Reference Dwg /
Remarks
Send riggers to platform to measure and install the taut wire
on the Hang Off Clamp location and lower down to water
Appendix D
R3649-PL-DSV-
14. DF
GN1011 & R3649-
PL-DSV-GN-1013

riser clamp to be 980mm from center of top member. Due to
water depth is too deep for divers, the lower down of clump
weight will need assistance from the vessel. The riggers on
the vessel will use the rope to pull off the clump weight from
the jacket members while the riggers on the platform
lowering onto seabed. ROV will monitor the touch down of
clump weight to land approximately 980mm from the
mudmat.
Diver to put a clear mark on the lowest accessible clamp
location at EL (-) 34443 for taut wire guide.
Lower diver to working depth of EL(-) 6.918m for subsea Appendix D
15. clamp #1 DIVS R3649-PL-DSV-GN-
1011
Divers to check the water depth on the diagonal brace where
16. DIVS
the clamp will be installed using pneumo depth sensor.
17. Diver to inspect bracing for any damages. DIVS
Page 38 of 61
Reference Dwg /
Remarks
Appendix D
At jacket brace, Diver to perform physical measurements of
the proposed subsea clamp.
1011
Diver to perform measurement of the proposed clamp
location with reference to existing riser/j-tube (if any) or
from the edge of jacket leg based on the drawings. The
dimensions given below is based on COMPANY’s design
drawings.
Diver to measure diagonally from inside of jacket leg B1 to

proposed clamp location by 2.720m
Appendix D
1011-01
Once center line is marked, diver to make additional

20. DIVS
markings 500mm on either sides.
21. will need to be cleaned completely around the member and DIVS
record the circumferential measurement.
Divers to check for any clashes, anodes, doubler plates,
other risers, etc.
Appendix D
Divers to take the measurement of existing anodes, risers, 1011-01
etc. from the proposed PID1893 riser subsea clamp. Refer
to Appendix D - R3649-PL-DSV-GN-1011-01
Page 39 of 61
Reference Dwg /
Remarks
23. Diver to mark center of clamp location. DIVS
Note: R3649-PL-DSV-GN-
24. DIVS
Use the spirit level to ensure the levelness and accuracy of 1013
the mark on the taut wire. This mark to be checked on the
25. Recover diver to surface and change out. DIVS
Lower diver to working depth of EL(-) 9.144m for subsea
26. DIVS
clamp #2
Diver to check the water depth on the horizontal brace where
27. DIVS
the clamp will be installed
At jacket brace, Diver to perform physical measurements of Appendix D
29. the proposed subsea clamp. Divers to check for any clashes, DIVS R3649-PL-DSV-GN-
anodes, doubler plates, other risers, etc. 1011
Diver to measure from inside of jacket leg B1 to proposed
clamp location by 1.829
30. DIVS
Once diver has marked the centerline, diver to make

31. DIVS
additional markings 500mm on either sides.
Page 40 of 61
Reference Dwg /
Remarks
33. Diver to remark center of clamp location. DIVS
34. Note: Use the spirit level to ensure the levelness and DIVS
accuracy of the mark on the taut wire. This mark to be
checked on the surface to get the actual distance of the
jacket members and height of the jacket from seabed.
36. DIVS
clamp #3
37. DIVS
Appendix D
Divers to check for any clashes, anodes, doubler plates,
other risers, etc.
1011
40. the proposed subsea clamp. Divers to check for any clashes, DIVS
anodes, doubler plates, other risers, etc.
Page 41 of 61
Reference Dwg /
Remarks
clamp location by 2.276m.
41. DIVS

42. DIVS
47. Lower diver to EL(-) 34.443m for subsea clamp #4 DIVS
48. DIVS
Page 42 of 61
Reference Dwg /
Remarks
clamp location by 2.707m.
51. DIVS

52. DIVS
56. Recover diver to surface. DIVS
Task Plan 4 – ROV Survey
57. ROV
depth
Page 43 of 61
Reference Dwg /
Remarks
Launch ROV to depth EL (-) 48.768m to subsea clamp #5
58. ROV
ROV to check with reference to diver’s measurement on the

above horizontal member. ROV to take snapshot from a
known distance on the above member and takes similar
snapshot of this member, the shots to be comparable at
same scale.
Note:
Divers unable to dive at this water depth, hence the member
size measurement cannot be done physically.
Visual inspect bracing for any obstruction or damage to Appendix D
59. bracing. ROV to check for any clashes, anodes, other risers, ROV R3649-PL-DSV-GN-
etc. 1011
ROV to continue to travel to seabed and check seabed Appendix D
60. conditions if any obstructions or anomalies are present at ROV R3649-PL-DSV-GN-
future riser location. 1011
Upon competing, recover ROV to deck and prepare to transit ROV
61.
to AMRJ01 platform. CAPT
Page 44 of 61
8.3 PID1893 AMRJ01 Platform
The below task plan describes all the necessary steps to perform the jacket face survey
at AMRJ01 using divers and ROV.
Jacket Face Survey – AMRJ01

Initial status
Vessel move from FACP04 complex out to AMRJ01 Complex. Vessel will be working south side of
the platform on Row B
Task Summary
 Setup vessel AMRJ01
 ROV Survey
03

Distribution
Position Copies Position Copies
References
Equipment List
No. Item Qty
Page 45 of 61
Jacket Face Survey – AMRJ01

3. 1 lot
removal
 10m 3ea
5.
 30m 3ea
 50m 3ea
6. Tailor tape 10ea
member)
9. Size 20” 2
Size 26” 2
Roundsling:
 1T x 2m lg. 5ea
15.  2T x 2m lg. 5ea
 3T x 2m lg. 5ea
 5T x 3m lg. 5ea
Shackle:
16.  SWL 3-1/4 T 10ea
 SWL 6-1/2 T 10ea
Page 46 of 61
8.3.1 Task Plans – AMRJ01

Reference Dwg /
Remarks
Pre –Status Check

Set up and establish DP references prior entering AMRJ01
1. CAPT
complex.
Surveyor to plot all existing pipelines and proposed PID1893
2. SR
pipeline around AMRJ01 platform on the survey screen
3. Vessel will be working on Row A west side of platform. CAPT
Task Plan 2 – ROV Survey at AMRJ01 platform
depth.
4. ROV
Note:
Install water depth sensor onto ROV
Fly ROV to mudline of AMRJ01 platform and perform depth
checks and seabed contour (levelness) under and around
5. ROV
future riser exit. Record the data and reconfirm with the
drawing.
Appendix D
Fly ROV to seabed level of jacket leg A1. ROV to settle on
1010-01
7. ROV
fixes.
Fly ROV to next jacket leg A2. ROV to settle on seabed and
8. ROV
position against jacket leg.
9. ROV
fixes.
Fly ROV along proposed riser location to inspect for any
10. ROV
anomalies or obstructions along the riser location.
Fly ROV along Jacket leg A2 to inspect for any anomalies or
11. obstruction along the jacket leg for bow string rigging ROV
installation.
Page 47 of 61
Reference Dwg /
Remarks
ROV to check debris or un-identified pipeline/cable
crossings on seabed within 50m of jacket face corridor Appendix D
ROV to swim along each existing pipelines and take fix at 1010-02
every 5m up to 50m of jacket face corridor.
13. Note: ROV

checks completed.
Send riggers to platform to measure and install the taut wire
on the Hang Off Clamp location and lower down to water
Appendix D
R3649-PL-DSV-GN-
14. DF
1010 & R3649-PL-
DSV-GN-1012

riser clamp to be 1000mm from center of top member. Diver
has to measure out taut wire clump weight location on
seabed the same to ensure the taut wire according to jacket
batter angle.
Page 48 of 61
Reference Dwg /
Remarks
Lower diver to work depth of EL(-) 6.096m for subsea clamp
#1
Appendix D
15. Diver to perform measurement of the proposed clamp DIVS R3649-PL-DSV-GN-
location with reference to existing riser/j-tube (if any) or 1010
from the edge of jacket leg based on the drawings.
Divers to check the water depth on the horizontal brace

16. where the clamp will be installed using pneumo depth DIVS
sensor.
Appendix D
the proposed subsea clamp.
1010
The dimensions given below is based on COMPANY’s
design drawings.
Diver to measure diagonally from inside of jacket leg A2 to

proposed clamp location by 2.593m and 2.45m from existing
PID102 Riser.
Appendix D
1010
Once center line is marked, diver to make additional

20. DIVS
markings 500mm on either sides.
Page 49 of 61
Reference Dwg /
Remarks
clamp #2
Appendix D
26. Diver to perform measurement of the proposed clamp DIVS R3649-PL-DSV-GN-
location with reference to existing riser/j-tube (if any) or 1010

27. DIVS
Page 50 of 61
Reference Dwg /
Remarks
Diver to measure from inside of jacket leg A2 to proposed
clamp location by 3.660m and 2.45m from PID102 existing
riser.
Appendix D
1010

31. DIVS
clamp #3
Appendix D
Diver to perform measurement of the proposed clamp
location with reference to existing riser/j-tube (if any) or
1010

37. DIVS
Page 51 of 61
Reference Dwg /
Remarks
Diver to measure from inside of jacket leg A2 to proposed
clamp location by 4.874m and 2.45m from PID102 existing
riser.
Appendix D
1010

41. DIVS
Note: R3649-PL-DSV-GN-
44. DIVS
Use the spirit level to ensure the levelness and accuracy of 1012
the mark on the taut wire. This mark to be checked on the
Divers to swim down to seabed near jacket mudmat. Divers
to check the debris or un-identified pipeline/cable crossings DIVS
45.
that are directly under future riser location. Take multiple SR
fixes for the surveyor to record.
Page 52 of 61
Reference Dwg /
Remarks
Divers to perform physical measurements of any existing
DIVS
46. pipeline/cable/debris found from the jacket mudmat brace
SR
and also the height from seabed.
Divers to observe the seabed condition including soil
47. stiffness and check the seabed contour under and around DIVS
future riser exit.
48. Recover diver to surface DIVS
Page 53 of 61
9 Contingency Plans
This section focuses on the unplanned activities that may arise specifically relating to the
jacket face survey and the responses that should be considered. In such an event,
CONTRACTOR’s shall consult with COMPANY’s site representative, and with its onshore
management (as required). Following agreement between all parties, this contingency
procedure may be revised to suit the prevailing survey conditions following an approved
MOC and TRA. Failure of any of the vessel’s systems is addressed by the vessel’s
operational manuals.
9.1 Equipment failure
9.1.1 ROV
In case or ROV breakdown, air divers will assist with the survey operation but limited to
allowable depth.
9.1.2 Survey
A complete calibrated spare unit and sufficient amount of spare parts deemed required
shall be mobilized onboard the vessel in case of any break down on the survey equipment.
9.1.3 Vessel DP Failure

In the event of failure of one reference system, a backup reference system will be used.
In the event of failure of both DP computers, the vessel will be held on station using joystick
control. Inside the 500m zone, one reference system failure is enough to all stop until the
failure is resolved. At AMGP09 platform, the vessel will be secured with the
anchor/mooring lines. Vessel to comply with the requirements of ASOG at all times.
Page 54 of 61
APPENDIX A Vessel Specification
Page 55 of 61
BOURBON SUPPORTER
DP 2 - 8 POINTS MOORING
BOURBON SUPPORTER is a multipur-
M U L T I P U R P O S E S U P P LY V E S S E L
pose subsea services support vessel ,
diesel electric, DP 2, equipped with an
8 points mooring system, one AHC
deep water crane and accommodation
for 103 persons.
The vessel is designed for world-wide,

deep water operations to fulfill the
following duties:
Windfarm support;
Deepwater precision lifting and ins-
tallation up to 1,500m;
ROV operations;
Maintenance of SPMs buoys;
Survey operations;
Platform maintenance support in DP;
Transportation of liquid products,
deck cargo and other equipment for
drilling and production support;
Flotel support.
REGISTRATION
Vessel Name: BOURBON SUPPORTER Builder: SOCARENAM
Flag: Cyprus Year Built: 2010
Class: BV I ✠ HULL ✠ MACH
Special Service / Offshore Support; Fire fighting ship / Fire fighting 1 Waterspray
Unrestricted navigation
✠ AUT-UMS; ✠ ALM; ✠ DYNAPOS-AM/AT-R; COMF - NOISE 3
Updated: 24-01-2013
TECHNICAL SPECIFICATIONS
MPSV - BOURBON SUPPORTER
MAIN PARTICULARS
DIMENSIONS
Length between PP: .................................................................................................................................................................................................................................................... 73.70 m
Breadth moulded: ........................................................................................................................................................................................................................................................ 19.50 m
Depth: ............................................................................................................................................................................................................................................................................... 5.50 m
Draft (Min / Max): ......................................................................................................................................................................................................................................... 3.83 m / 5.50 m
Deadweight at max. draft: ............................................................................................................................................................................................................................................ 1,823 t
Gross tonnage: ........................................................................................................................................................................................................................................................ 3,052 UMS
Moonpool: ...............................................................................................................................................................................................................................................................................NA
Helideck (Diam/Tonnage): ..................................................................................................................................................................................................................................................NA
CAPACITIES & DELIVERY RATES ACCOMMODATIONS
Deck area: .................................................... 720 m² @ 10 t/m² (aft) & 5 t/m²(fwd) Accommodations for: ................................................................................ 103 persons
Mezzanine deck area: ................................................................................................. NA Single cabins: .................................................................................................................... 9
Deck cargo (transit - operations): ................................ 1,176 t @ 1 m above deck 2 men cabins: ................................................................................................................ 35
Fuel oil (capacity - transfer): ........................................ 600 m³ - 80 m3/h @ 9 bars 3 men cabins: ............................................................................................................... NA
Drill or Water ballast (capacity - transfer): ....... 1,270 m³ - 150 m3/h @ 10 bars 4 men cabins: ................................................................................................................... 6
Antiroll passive tanks: .................................................................................................. NA 6 men cabins: ............................................................................................................... NA
Antiheeling (capacity - transfer): .............................................................................. NA Offices: ............................................................................................................................... 7
Fresh water (capacity - transfer): ................................ 779 m³ - 30 m3/h @ 9 bars Hospital: ............................................................................................................................. 1
Mud / Brine (capacity - transfer): ........ 200 m³ / 400 m3 - 2 x 80 m3/h @ 9 bars Mess / Day rooms: ................................................................... 2 Mess / 2 Day rooms
Methanol (capacity - transfer): ................................................................................. NA Laundry: ............................................................................................................................. 1
Dry bulk (capacity - transfer): ................................................................................... NA Galley: ................................................................................................................................ 1
Other: ............................................................................................................................. NA Workshop: ......................................................................................................................... 1
Oil recovery: .................................................................................................................. NA Other: ................................................................................ 1 Conference room, 1 Gym
Dispersant: .................................................................................................................... NA Air conditionning: ....................................................................................................... YES
Foam: ....................................................................................................................... 8.6 m³ Water maker: ...........................................................................3 Osmoser - 21 m3/day
MACHINERY & PERFORMANCE

PROPULSION - MACHINERY SPEED & CONSUMPTION (Information only)
Main propulsion: ................................................ 2 x 1,300 kW FP Azimuth thrusters Maximum speed (100%) ligth vessel: .......................................11 knots - 14 t/day
Bow thrusters: ............................................................................2 x 700 kW CP Tunnel Service speed (80%) medium loaded: ......................................10 knots - 11 t/day
Bow thruster retractable: ............................................................................................ NA Stand-by at port: ....................................................................................................2 t/day
Main generator: .............................................................................. 5 x 910 kW - 460 V Stand-by on DP: ....................................................................................................4 t/day
Auxiliary generator: ...................................................................................................... NA
Emergency generator: .....................................................................1 x 80 kW - 460 V
EQUIPMENT & ELECTRONICS
DECK EQUIPMENT
Tuggers: .............................................................................................................................................................................................................................................................................1 x 10 t
Capstans: ........................................................................................................................................................................................................................................................................... 2 x 5 t
Deck service air supply: ...................................................................................................................................................................................................................... 1,200 m3/h @ 8 bars
Deck power supply: ................................................................................................................................................................................................................................. 2 x 300 kW - 460 V
Work boat: ...............................................................................................................................................................................................................................................................................NA
Deck provision crane: ........................................................................................................................................................................................................................................ 10 t @ 10 m
Mooring: ..........................................................................................................................................................................................................................................................................4 x 40 t
Offshore crane 1: .........................................................................SMST knuckle boom Offshore crane 2: ........................................................................................................ NA
Harbour capacity: .................................... DAF 1.3 - 40 t @ 9.5 m - 15 t @ 21.5 m Harbour capacity: ........................................................................................................ NA
Offshore capacity: ................................... DAF 1.6 - 30 t @ 9.5 m - 11 t @ 21.5 m Offshore capacity: ....................................................................................................... NA
Main winch: .............................................. 40 t / 17 t - 1,500 m - AHC - Man Riding Main winch: .................................................................................................................. NA
Auxiliary winch: ............................................................................................................. NA Auxiliary winch: ............................................................................................................ NA
COMMUNICATION DYNAMIC POSITIONING
Inmarsat: ............................................................................................................... 2 x SatC Maker: ......................................................................................... SIREHNA EASY DP200
VSAT: ..............................................................................................1 x Ku band 128 Kbit Type: ............................................................................................................................ DP 2
Video network: ............................................................................................................ YES Reference 1: .......................................................................................... DGPS 1 Glonass
Telephone in all cabins: ............................................................... NO - only intercom Reference 2: ....................................................DGPS 2 SAAB R4 + DGPS 3 Aquarius
Video in all cabins: ...................................................................................................... NO Reference 3: ...............................................................Cyscan Laser Reference system
Reference 4: ............................................................................Sonardyne Fusion USBL
SAFETY EQUIPMENT Reference 5: ....................................................................................................... Taut wire
Fi-Fi: ................................................................................................................................................................................................................................................................................... Class 1
Pumps: ............................................................................................................................................................................................................................................................... 2 x 1,800 m3/h
Monitors: ............................................................................................................................................................................................................................................................ 1 x 1,200 m3/h
Fast Rescue Craft: ...................................................................................................................................................................................................................................................................NA
Rescue capacity: .....................................................................................................................................................................................................................................................................NA
All particulars believed to be correct but not guaranteed
Bourbon Offshore - 148, rue Sainte - 13007 Marseille - France

Telephone: (+33) 04 91 13 08 00 - Internet: www.bourbon-online.com - E-mail: bourbon-offshore@bourbon-online.com
APPENDIX B Survey Spread
Page 56 of 61
EQUIPMENT LIST ONBOARD BUORBON SUPPORTER
Personnel : 1) Noramin Bin Haron (Survey Party Chief)

2) Ahmad Syakir Bin Aminuddin (Night Shift Surveyor)
3) Project Engineer
" Used Survey Equipment - To Be Returned After Completion Of Project"

Item QTY DESCRIPTION SERIAL NO. VALUE
STANDALONE SPREAD
2 HP PRO 3330 CPU C/W D.V.CARD+MOXA CARD SGH2285KNG,SGH325RTHW

1 HP COMPAQ 8000 ELIT CPU C/W DUAL VGA CARD + P CABLE + MOXA CARD SGH006Q4P5
10 HP LV1911 LCD MONITOR 5104VT,230SLX,230SM7,230QS2
230SMJ,240JRW,230SLP,230SMF
240L13,31275
4 HP LE1711 MONITOR 17" C/W P CABLE + VGA CABLE 520K4N,5308D3,2028M,82A54
3 HP KEYBOARD NSN
3 HP MOUSE NSN
1 TSS MERIDIAN GYRO COMPASS C/W MANUAL + DATA CABLE + P.CABLE 5656
1 HP 2050 DESKJET PRINTER C/W USB CABLE + P.ADAPTOR + P.CABLE CNC9K3P3N4
INK CATRIDGE - 2X BLACK + 1X TRICOLOR
1 12V PSU 210-12 NSN
1 VERIPOS LD-4S DEMODULATOR C/W OEM CABLE+P.DATA CABLE+ADEPTER 47061
1 VERIPOS LD-3S DEMODULATOR C/W OEM CABLE+P.DATA CABLE+ADEPTER 46316
3 VERIPOS GA - 530 ANTENNA C/W MOUNTING POLE 7347,8401,12954
3 ATEN VGA 4/8 PORT VGA SPLITTER AQ0014,AF0119-13/05,935073
3 UPS CENTRON C-100E 304158,23963,304160
2 MOXA CABLE (8 PORT) NSN
2 MOXA CABLE (4 PORT) NSN
2 RG-213 CABLE (30M) NSN
5 VGA CABLE (10M) NSN
4 TNC CONNECTOR NSN
2 MINI GENDER CHANGER NSN
5 POWER BLOCK NSN
1 CANVAS 9' X 12' NSN
6 RS 232 DB 9 PIN MALE + FEMALE (CW HOUSING) NSN
2 EDGEPORT 896622,701513
3 EXTENDER 997788-7TX,476566/01RX
08110085TX,20104RX
NSN
1SET BLACK BOX AVT090041053
1 CLS JUNCTION BOX 0376
1 CLS ANTENNA 3100008
1 CLS PSU 0606/001
1ROLL CAT 5 CABLE NSN
1ROLL ROPE NSN
AML MINOS X SVP C/W D SHACKLE+8PINS MALE DUMMY PLUG+AML USER CD+AC
1 ADAPTER C/W CHARGER+PWR/DATA CBLE+8PINS MALE MCIL8M TODB9F 28084
6 AAE 1019 TRANSPONDER C/W 4PCS PINS DUMMY PLUG W/LOCKING SLEEVE 2147102,2147099,2147101
2135680,2135516,2125341
3 AAE 1082 SMART CHARGER C/W 2PCS PSU+2PCS DB9M TO MCIL5F CONNECTOR 2120419-001925,21407110-03106
2120426-04761
3 SEACON MCIL5F CONNECTOR W/MCDLSF LOCKING SLEEVE NSN
Total Value : 0.00
Signed: Received By: __________________________
Signed: __________________________
Company Stamp Date: __________________________
Page 1 of 1
APPENDIX C ROV Spread
Page 57 of 61
SEAEYE COUGAR-XT
SEAEYE COUGAR-XT
SEAEYE COUGAR-XT
The Seaeye Cougar-XT is a compact, highly flexible and extremely powerful electric ROV
with working depths of 2000 metres.
Proven worldwide and recognised for its capability, operators now have the ability to
undertake a range of demanding work tasks at much lower operating costs.
Seaeye Cougar-XT is designed to accommodate heavier duty tooling via a system of
quick-change tool skids making it ideal for survey work, drill support, light construction
projects and salvage support operations.
THE VEHICLE
CHASSIS
The extremely rugged polypropylene and
stainless steel chassis is totally maintenance
free, non corroding and self-supporting in
seawater. Additional equipment can be bolted
directly to the chassis for customisation.
BUOYANCY
The syntactic foam buoyancy block has
apertures for a sonar, emergency strobe and
tracking transponder.
PROPULSION
Four vectored horizontal and two vertical
brushless SM7 500 Volt DC thrusters provide
full three-dimensional control of the
Cougar-XT and the highest thrust to weight
ratio in its class.
COMPASS & RATE GYRO

A flux-gate compass and a solid-state rate
sensor give superior azimuth stability.
Compass accuracy ±0.5°
Resolution 0.351º
Update rate 98 mS
DEPTH SENSOR
The system uses an electronic depth sensor
accurate to 0.1% FSD accuracy.
SEAEYE COUGAR-XT
EQUIPMENT INTERFACES SURFACE CONTROL AND POWER TELEMETRY MONITOR UNIT

A wide range of interfaces are provided as SUPPLY A telemetry monitor unit allows the ROV data
standard: (heading, depth, etc) to be displayed on a PC
and/or exported to a survey computer, and is
• 4 video • 4 auxiliary (RS232/RS485/STP) SURFACE CONTROL UNIT
also a useful diagnostics tool.
• 1 sonar • 1 manipulator
• 1 CP • 1 tooling motor
KEYBOARD
Custom interfaces and configurations can
A rack-mountable keyboard is supplied for
also be provided.
entering data and free text onto the video
overlay.
AUTOPILOT FUNCTIONS
• Auto heading HAND CONTROL UNIT
• Auto depth Surface control equipment can either be The hand control unit provides remote
• Auto altitude (optional) installed directly in the customer’s facility or control of the ROV (propulsion, pan & tilt unit,
integrated into a custom ISO control cabin. lights, autopilot functions, etc).
The surface control system provides:
VIDEO SYSTEM
• AC and DC supply switching control
Up to 4 simultaneous video channels are
available (transmitted via 2 multimode fibres). • DC current and voltage indication
• Control of video and video overlay
PAN & TILT PLATFORM • A keypad for system configuration
The robust high-torque pan & tilt unit accepts • Interfaces for ancillary equipment
two cameras and a light. The pan & tilt • ROV control system (via the hand
angles are displayed graphically on the video control unit) SYSTEM POWER SUPPLY
overlay.
The power supply unit incorporates
MONITORS AND VIDEO OVERLAY protection devices, interlocks and cooling
fans. Safety features include both AC and DC
The system comes with two 15” colour
line insulation monitors (LIMs) to monitor
rack-mounted video monitors displaying the
electrical leakage in the system (with trips
video signal from the cameras. One also
and alarm indicators) and to test the isolation
displays the following overlay data:
of the system.
• Heading
LIGHTING
• Analogue compass rose
600W of lighting in two individually controlled
channels are available, each with two fused • Depth
150W lamps and their own dimmer control. • Pan & tilt position
LED lights offering exceptional illumination
• Date and time
and durability are also available (optional).
• Free text from keyboard
• TMS bail cable count (when used with
VEHICLE ELECTRONICS POD
a TMS)
The vehicle has a watertight and anodised
• CP probe readings (if fitted)
electronics pod machined from 6082 marine
grade aluminium and fitted with leak and • Vehicle turns count
vacuum alarms. • Leak & vacuum alarms 3-PHASE 9 KVA TOOLING POWER
SUPPLY UNIT
• 1 string of live data, e.g. altitude or
latitude/longitude (optional) This unit provides a 3-phase 660V power
CONNECTORS
supply at the vehicle for optional tooling,
The Cougar-XT uses Seaeye’s proven range such as cutters or water jetting systems.
of metal shell connectors.
CABIN JUNCTION BOX

TETHER TERMINATION
At the surface the umbilical cable is
The tether is electrically terminated in an terminated inside a lockable cabin junction
oil-filled and pressure compensated vehicle box, which also contains the fibre optic
junction box and mechanically supported by multiplexer(s) for transmission of the video
a cable-grip. signal.
SEAEYE COUGAR-XT
OPTIONS, TOOLS AND ACCESSORIES
CABLE CUTTER SKID AX RING REMOVAL SKID MANIPULATOR SKID WITH GRABBER ARM
CLEANING BRUSH ROTARY DISC CUTTER WATER JET EMERGENCY STROBE
SONAR CP PROBE SNUBBER-ROTATOR SURVEY SKID WITH TSS PIPE TRACKER
LED LAMPS CYGNUS UT GAUGE LOCK LATCH
SEAEYE COUGAR-XT SPECIFICATIONS
SPECIFICATIONS SYSTEM POWER REQUIREMENTS
Depth rating 2000 msw Input 3-phase

Length 1515 mm 380-480 VAC
Height 790 mm ROV + TMS 24 kVA
Width 1000 mm Tooling 9 kVA
Launch weight 344 kg LARS (typical) 40 kVA
Forward speed 3.2 knots Cabin (typical) 12 kVA
Thrust forward 170 kgf
Thrust lateral 120 kgf
Thrust vertical 110 kgf MANIPULATOR WITH WATER JET AND
Payload 80 kg DISC CUTTER WITH AX RING REMOVAL TOOL SKID
SEAEYE COUGAR-XT
QUICK-CHANGE TOOL SKIDS
Task-specific tool skids can be readily

changed for rapid turn-around between dives
requiring different tooling packages.
These skids can be custom designed to suit
specific operational requirements, including:
• Manipulator packages
• Anvil or rotary disc cutters
• Water jetting equipment
• Torque tools
• Survey packages
• Drill support and IRM tooling
• X-Y-Z tool
COUGAR-XT DEPLOYMENT AND OPERATION
TETHER MANAGEMENT SYSTEM CABIN An A-frame, hydraulic power unit (HPU) and
(TMS) winch with an armoured lift umbilical is the
A range of control cabins/workshops are
most commonly used launch and recovery
For work at greater depths and faster travel available and can be adapted to suit
system.
to and from the working zone as well as customer-specific requirements.
greater protection of the vehicle through the
‘Safe area’ or ‘Zone II’ ratings are available.
splash zone, it is usual to deploy this type of
ROV with a TMS. The Seaeye stainless steel
TMS type 8 uses a bail arm to spool up to
200 metres of tether on and off a drum
controlled by the ROV pilot. The TMS height
can be adjusted to accommodate different
tool skids.
COUGAR IN A BOX
A self-contained configuration including a
control area, a 600m winch and the ROV in a
single enclosure is also available.
When deck space is at a premium,
crane-based systems can alternatively be
used.
‘Safe area’ or ‘Zone II’ ratings are available.
A snubber-rotator allows the TMS to be

locked into position, rotated and securely
moved through the A-frame (optional). LAUNCH AND RECOVERY SYSTEM
(LARS)
The Seaeye Cougar-XT can also be operated
free-swimming (without a TMS) with up to A range of different configurations and winch
600 metres of soft umbilical, usually fitted to sizes are available to accommodate different
an electric winch. cable lengths and applications.
Saab Seaeye Ltd
20 Brunel Way, Segensworth East, Fareham,
Hampshire, PO15 5SD, United Kingdom
Tel: +44 (0) 1489 898000 Fax: +44 (0) 1489 898001
e-mail: rovs@seaeye.com www.seaeye.com
© SAAB SEAEYE 2009

SEAEYE COUGAR-XT REV 3 SPECIFICATIONS MAY CHANGE WITHOUT PRIOR NOTICE
launch & recovery systems
(LARS) - 'A' frame system
The standard Seaeye range of
LARS feature an elevated 'A'
frame pivot point enabling the
ROV and TMS to be deployed
over a 2 metre high ship's guard
rail. In the transport condition
the LARS is extremely compact
and has a crash frame fitted
around the winch and HPU with
additional protection provided
by the 'A' frame in its stowed
position. Custom designs and
other handling requirements can
be quoted with a fast turn round.
Type 1K1-1.25 LARS

launching a Tiger and its TMS
Features
• Elevated 'A' frame pivot point to clear a 2 metre
high ship's guard rail.
• Compact integrated skid mounted 'A' frame,
winch and HPU.
LARS in stowed/transport position
• Forward located rams to provide clear side

access to the ROV and TMS.
• Stainless steel fittings, fastenings and pipe
work to reduce corrosion.
• No crane required for erecting the 'A' frame
to reduce mobilisation time and cost.
•• Optional latch mechanism for safer deployment.
Zone 2 option.
•• Crash frame to protect the winch and HPU.
Compact stowed position for easier transport.
• Designed to DNV Rules for Certification of
Lifting Appliances. LARS in stowed/transport position - port side
The 'A' frame can be erected using the system's own
launch & recovery systems rams without the need of any other external lifting
devices. This simplifies and reduces the cost of
(LARS) - 'A' frame system mobilisation and commissioning to a new location.
The pivot point for the 'A' frame is 2 metres above the
deck which allows the ROV and TMS package to clear
vessel guard rails up to this height and to achieve a
greater overboard reach than a conventional 'A' frame
pivoted at deck level.
The forward position of the 'A' frame rams keeps side
access to the ROV and TMS clear of obstructions for
essential maintenance and pre-dive checks.
Seaeye offer four standard LARS types whose Type
number is designated by the umbilical winch capacity
and system safe working load. For example, for Type
1K1-1.25, 1K1 refers to a winch capacity of 1100 metres
and -1.25 to a 1.25 tonne SWL at 3G which is widely
regarded as suitable for operations in sea state 6.
Each of these systems can be provided for safe area
or zone 2 operations and an optional latch mechanism
can be fitted to the sheave to capture a vehicle or TMS
bullet for safer launch and recovery.
The most appropriate LARS Type to match each Seaeye
ROV is as follows:
Stowed position viewed from the front ‘A’ frame erected ready to lift ROV & TMS
Type 1K1-1.25
Seaeye 600DT
Seaeye Tiger
Seaeye Surveyor Plus
With bale arm or type 6 TMS (but without
2 tonne ballast skid)
Type 1K6-1.25
Seaeye Lynx with 1600 metre umbilical and TMS
Type 1K1-1.7
Seaeye Panther Plus and TMS
Type 1K6-3.2
Seaeye 600DT
Seaeye Tiger
Seaeye Surveyor Plus
Seaeye Lynx
Seaeye Panther Plus with Type 6 TMS and
2 tonne ballast skid
Over boarding the ROV & TMS Ready to lower into the water Other special applications
SPECIFICATIONS
1K1-1.25 1K6-1.25 1K1-1.7 1K6-3.2 In addition to these standard
systems, Seaeye provide a
WINCH rapid design service for LARS
Umbilical winch cable storage capacity 1100 m 1600 m 1100 m 1600 m for special applications or to suit
Umbilical cable diameter 31 mm 31 mm 31 mm 32 mm your particular requirements.
Umbilical winch dynamic pull, at 1st layer of cable 3.09 Te 3.09 Te 3.09 Te 5.89 Te We can also supply variations
Umbilical winch dynamic pull at 8/9th layer of cable 1.325 Te 1.325 Te 1.87 Te 3.2 Te of these LARS with smaller
Umbilical winch mean recovery speed 0.5 m/s 0.5 m/s 0.5 m/s 0.5 m/s winches for systems requiring
shorter mainlift umbilicals. This
ELECTRO-HYDRAULIC POWER UNIT will result in an overall reduction
Hydraulic fluid reservoir capacity 180 L 180 L 180 L 265 L in the LARS weight and a
Hydraulic fluid type ISO VG 32 ISO VG 32 ISO VG 32 ISO VG 32 possible reduction in its
Electrical supply type 3 ph 3 ph 3 ph 3 ph footprint.
Voltage / frequency 380V, 50Hz or 380V, 50Hz or 380V, 50Hz or 50 Hz 380 or We can also provide stand
440V, 60Hz 440V, 60Hz 440V, 60Hz 415V alone umbilical and lift winch
systems to suit Seaeye ROVs
Electric motor power 25 kW 25 kW 25 kW 37 kW or for other handling
Cooling water flow required (sea water) 80 LPM 80 LPM 80 LPM 80 LPM applications.
Maximum cooling water inlet temperature 30°C 30°C 30°C 30°C
A' FRAME AND SKID UNIT Design Codes & Certification
Maximum outboard reach 3000 mm 3000 mm 3875 mm 3500 mm The system is designed in
accordance with the require-
Nominal host vessel bulwark height transit capability 2000 mm 2000 mm 2000 mm 2000 mm ments described by the DNV
Effective SWL (for certification purposes) 1.25 Te 1.25 Te 1.7 Te 3.2 Te Rules for Certification of Lifting
Design amplification factor 3.0 3.0 3.0 3.0 Appliances and the load tests
INTEGRATED SYSTEM are witnessed by DNV.
Overall length 4000 mm 4000 mm 5000 mm 4750 mm DNV design verification and
Overall width, over mounting weldments 2650 mm 2650 mm 2650 mm 3100 mm survey during fabrication /
manufacture leading to the
Transport width 2500 mm 2500 mm 2500 mm 2900 mm issue of a DNV CG2 product
Maximum height over A frame in operation 6080 mm 6080 mm 7080 mm 6808 mm certificate is available at an
Transportation height 2310 mm 2310 mm 2310 mm 2375 mm additional cost.
Self weight including oil fill 6.9 Te 7.25 Te 7.05 Te 8.9 Te
Note: Specifications may change
Gross weight including umbilical cable 9.65 Te 11.03 Te 9.80 Te 13.2 Te without prior notice
SEAEYE MARINE LTD.

Seaeye House, Lower Quay Road, Fareham, Hampshire PO16 0RQ, United Kingdom
Tel: +44 (0) 1329 289000 Fax: +44 (0) 1329 289001
Email: rovs@seaeye.com www.seaeye.com
LARS Rev 0
03 APPENDIX D Survey Drawings
Page 58 of 61
APPENDIX E Vessel Setup at Platform
Page 59 of 61
APPENDIX F HAZID Worksheets
Page 60 of 61
McDermott - Hazard Identification Worksheet
Brunei Shell Project (BSP)
Project
: AMDP 09
location
Activity Details : Jacket Face Survey
Guidewords : Natural Hazards Environmental Impact Third Party Hazards Process Hazards Non-Process Hazards Emergency Preparedness Biohazard Working Environment
Potential Initial Existing Control & Mitigation Residual

No Activities Hazard Description Recommended Controls Task Assignment
Consequences Risk Measures Risk
- DP trial prior entering 500m
- Damage to Equipment
exclusion zone
and structure
- Loss of DP - Compliance to ASOG
- Delay in schedule S3(P3) S3(P2)
- 500m zone checklist
- Company reputation
- Compliance to DP MOPO
- SOPEP (Ship oil pollution

- Environment Spill - Company reputation emergency plan)
S1(P4) S1(P3)
- Vessel waste management system
Vessel setup at location
1.
AMDP09
- Damage to Equipment - Daily Weather Forecast
- Extreme Weather and structure S3(P3) - Stop work policy S3(P2)
- Compliance to general MOPO
- Survey equipment calibrated

- Survey failure - Schedule impact S1(P3) - Competent surveyors S1(P3)
- Spare equipment available
- PTW System and TBT

- SIMOPS S2(P4) - BSP CSR to communicate with S2(P2)
- Delay in schedule
AMPA OIM
- Perform ROV dive check
- Damage to Equipment - Equipment daily maintenance
- ROV failure / entangled
- Delay in schedule S2(P3) - Sufficient spare parts available S2(P3)
- Diver to assist at allowable depth
- Competent personnel to pilot ROV
ROV Survey at Jacket
Leg & Proposed
2. mattress location at
AMDP09 - Damage to Equipment - Conduct TBT and pre shift
- Inadequate Communication - Delay in schedule S2(P4) handover S2(P3)
- Stop Work Policy
- Poor visibility - Perform observation dive to check

- Damage to asset S3(P3) S3(P1)
- Strong current on the water visibility and current
-1-
-2-
Project
: AMGP 09
location

exclusion zone
and structure

S1(P4) S1(P3)

- Compliance to anchor handling

procedure and MOPO
- Loss of position
- Certified equipment
Vessel setup at location - Personnel injury
- PMS in place
1. AMGP09 using anchor - Mooring system failure - Damage to assets S3(P3) S3(P2)
- Competent operator
and soft mooring lines - Damage to reputation
- Approved anchor pattern and soft
- Environmental damage
mooring arrangement
- Mooring line back up in place
- Anchor pull test
- Anchor fit for purpose
- Damage to subsea asset
- Mooring system certified and
- Dragging of anchors - Environmental damage S3(P3) S3(P2)
functioning
- DP buoys installation on the anchor
wire
- Secured anchor on the AHT deck BSP to confirm the availability

- Damage to subsea asset during running of anchors over of AHT infield to assist anchor
- Drop anchor S3(P3) S3(P2)
- Environmental damage pipeline handling work for Bourbon
- Approved anchor pattern by SMR Supporter

-1-
Project
: AMGP 09
location

- Safety broadcast by BS prior to
- Personnel injury commence anchor handling
- Miscommunication with other vessel - Damage to assets S3(P3) operation S3(P2)
- Damage to reputation - Agreed working channel between
BS and AHT

- Delay in schedule
AMPA OIM

Jacket Face Survey by - Diver to assist at allowable depth
2. - Competent personnel to pilot ROV
ROV
- Damage to Equipment - Conduct TBT and pre shift

- Stop Work Policy

- BSP to confirm the

availability of GP boat for
- Work vest available personnel transfer
Transfer personnel from - BOSIET and TSBB for all personnel between BSr and platform
3. - Man overboard - Injury to personnel S3(P3) S3(P2)
vessel to platform to offshore - Kruz Subsea to provide
- Compliance to MOPO crew boat for personnel
transfer between KB port
and BS
- Unauthorized personnel at work area - Injury to personnel S1(P3) - Barricade work area - S1(P2)
Riggers to measure
location of Hang Off
4. - Ensure access is not obstructed BSP to confirm scaffolding
Clamp and install taut
- Injury to personnel - Alternative route and mustering and ladder access are in place
wire table - Access to worksite is obstructed S1(P3) - S1(P2)
area is available prior to start of jacket face
- Scaffold work prepared beforehand survey
-2-
Project
: AMGP 09
location

- Working at heights - Injury to personnel - Protect yourself when working

S3(P3) S3(P2)
>1.8m with body harness
- Injury to personnel - Life Buoy available at location

- Man overboard S3(P3) S3(P2)
- Emergency Response Plan
- Diving TRA and dive plan to ensure

- Injury to personnel
- Umbilical Entanglement S3(P3) understanding the task at hand S3(P2)
- Delay in schedule
- Competent personnel
5. Deploy Divers to jobsite
- PTW in place
- SIMOPS - Injury to personnel S3(P3) S3(P2)
- Good communication
- Conduct TBT prior to commence

- Inadequate communication - Injury to personnel activity
S3(P3) S3(P2)
- Delay in schedule - Stop work policy
- Unauthorized personnel entering

Jacket Face survey by topside work area (Drop Object) - Injury to personnel
6. S1(P3) understanding the task at hand S1(P2)
Divers AMGP09 - SIMOPS
Competent personnel
- Comply to Air Diving procedure

- Diving equipment failure - Injury to personnel - Equipment Daily maintenance
S3(P3) S3(P2)
- Delay in schedule - Competent personnel
- PMS in place
-3-
Project
: AMGP 09
location


Divers cleaning brace
- Injury to personnel understanding the task at hand
7. and taking - Diver related injuries S3(P3) S3(P2)
- Delay in Schedule - IMCA compliance equipment in use
measurement
- Suitable PPE
-4-
-5-
Project
: AMRJ01
location

exclusion zone
and structure

Vessel setup at location S1(P4) S1(P3)
1. - Vessel waste management system
AMRJ01


- Delay in schedule
AMPA OIM
ROV Survey future riser
2.
exit at AMRJ01 - Damage to Equipment - Conduct TBT and pre shift
- Stop Work Policy

-1-
Project
: AMRJ01
location

- BSP to confirm the
availability of GP boat for
personnel transfer
- Work vest available
Transfer personnel from between BS and platform
3. - Man overboard - Injury to personnel S3(P3) - BOSIET and TSBB for all personnel S3(P2)
vessel to platform - Kruz Subsea to provide
to offshore
crew boat for personnel
transfer between KB port
and BS
- Barricade work area
BSP to confirm scaffolding and
- Injury to personnel - Scaffolding and ladder access in
- Unauthorized personnel at work area ladder access are in place
- Damage S1(P3) place S1(P2)
prior to start of jacket face
survey
- Ensure access is not obstructed
- Alternative route and mustering
Riggers to measure - Access to worksite is obstructed - Injury to personnel
S1(P3) area is available S1(P2)
location of Hang Off - Scaffold work prepared beforehand
4.
wire table
S3(P3) S3(P2)
- Life Buoy available at location

- Man overboard S3(P3) - Emergency Response Plan S3(P2)

- Umbilical Entanglement S3(P3) understanding the task at hand S3(P2)
- Delay in schedule
Deploy Divers to - Competent personnel
5.
worksite
- PTW in place
- SIMOPS - Injury to personnel S3(P3) S3(P2)
- Good communication

- Inadequate communication - Injury to personnel
S3(P3) activity S3(P2)
- Delay in schedule
- Stop work policy
Jacket Face survey by
6. - Unauthorized personnel entering
Divers AMRJ01 - Diving TRA and dive plan to ensure
topside work area (Drop Object) - Injury to personnel
S1(P3) understanding the task at hand S1(P2)
- SIMOPS
Competent personnel
-2-
Project
: AMRJ01
location

- Comply to Air Diving procedure

- Diving equipment failure - Injury to personnel - Equipment Daily maintenance
S3(P3) S3(P2)
- Delay in schedule - Competent personnel
- PMS in place

Divers cleaning brace
- Injury to personnel understanding the task at hand
7. and taking - Diver related injuries S3(P3) S3(P2)
- Delay in Schedule - IMCA compliance equipment in use
measurement
- Suitable PPE
-3-
-4-
Project
: FACP04
location

- Damage to Equipment - DP trial prior entering 500m
and structure exclusion zone
- Loss of DP - Delay in schedule S3(P3) - Compliance to ASOG S3(P2)
- Company reputation - 500m zone checklist
S1(P4) S1(P3)
- Daily Weather Forecast

- Extreme Weather - Stop Work Policy
and structure S3(P3) S2(P3)
- Continuous weather monitoring
Vessel setup at location

1.
FACP04
- Compliance with DP MOPO

- Compliance IMCA D010 on
BSP to provide signed MOC to
- SIMOPS with LCQ (Contact with P2 - Personnel Injury horizontal distance from anchor
S4(P3) S4(P2) all relevant parties for
anchor wire) - Damage to asset wire to dive station
reference
- TRA in place
- MOC in placed
- Personnel Injury BSP to provide flare radiation
- Adhere to facility flare radiation
- Vessel adjacent to the flare - Equipment and asset S3(P3) S3(P2) zone for safe working distance
working distance
damage of bourbon supporter
- SIMOPS (with turnaround activity) - BSP CSR to communicate with
Fairley OIM
ROV Survey future riser
2. - Perform ROV dive check
exit at FACP04
-1-
Project
: FACP04
location


- Inadequate Communication S2(P4) activity S2(P3)
- Delay in schedule
- Stop Work Policy

BSP to confirm the availability

- Work vest available
Transfer personnel from of crew boat for personnel
3. - Man overboard - Injury to personnel S3(P3) - BOSIET and TSBB for all personnel S3(P2)
vessel to platform transfer between Bourbon
to offshore
Supporter and platform
- Barricade work area
BSP to confirm scaffolding and
- Injury to personnel - Scaffolding and ladder access in
- Unauthorized personnel at work area ladder access are in place
- Damage S1(P3) place S1(P2)
prior to start of jacket face
survey
- Ensure access is not obstructed

- Alternative route and mustering
- Access to worksite is obstructed - Injury to personnel
S1(P3) area is available S1(P2)
Riggers to measure
- Scaffold work prepared beforehand
location of Hang Off
4.
wire table
S3(P3) S3(P2)
- Life Buoy available at location

- Man overboard S3(P3) - Emergency Response Plan S3(P2)
Deploy Divers to - Injury to personnel - Conduct TBT prior to commence

4. - Umbilical Entanglement S3(P3)
worksite - Delay in schedule activity

Jacket Face survey by - Inadequate communication - Injury to personnel
5. S3(P3) activity S3(P2)
Divers FACP04 - Delay in schedule
-2-
Project
: FACP04
location

- Unauthorized personnel entering - Barricade area where applicable
topside work area (drops) S1(P3) - Emergency Response Plan S1(P2)
- Equipment failure - Injury to personnel - Comply to Air Diving procedure

S4(P2) S4(P1)
- Delay in schedule - Equipment Daily Maintenance
Divers cleaning brace - Diving TRA and dive plan to

- Injury to personnel S3(P2)
6. and taking - Diver related injuries S3(P4) ensure understanding the task at - No diving below EL (-) 34m
- Delay in Schedule
measurement hand
-3-
-4-
APPENDIX G Reference Drawings
Page 61 of 61
MATERIAL TAKE-OFF LIST
ITEM QTY. DESCRIPTION UNIT MESC NUMBER SAP MATERIAL NUMBER MATERIAL FOR
READ.
PID1 979 UNEPIPE I i i i i i i i i i i 1 i i i i
1 468 LINEPIPE,L450 MO/Q0,BARE,1 2.7m m,DN300 E IA mill 7 1 0 1 0 1 0 1 0 1 0 1 0 1 11 0 1 0 SITE
2 56 LINEPIPE,L450 M0/Q0,BARE,1 5.9mm,DN300 EIA iii 7 1 0 1 0 1 0 1 0 1 0 1 0 1 1, 0 , 0 SITE
3 369 UNEPIPE,L450 MO/Q0,3LPE,1 2.7mm,DN300,60mm CWC E,A S E IE , , N 10 , T , E , 4 •[ II II II
4 65 LINEPIPE,L450 MO/Q0,3LPE,12.7mm,DN300,60mm CWC,ANODE E , A S E E, , NI , 0 , T , E , 4 •[ [III II
I IIIIII 1 III! I[
PID1979 BENDS I I I iii i i i 1 1 1 1 1 1 111
5 1 BEND,4.8deg,1 5.9mm,DN300,5D E1A 71 0 0 0 0 0 0 1 0 0 SITE
111111 1 11 1 I I
6 1 BEND,86deg,1 5.9mm,DN300,5D E1 A 7 1 0 1 0 , 0 1 0 1 00 1 1 1 00 SITE
iiiii
7 3 BEND,30deg,1 5.9mm,DN300,5D E,A 7 1 0 1 0 1 0 1 0 1 0,0 1 1 1 0 1 0 SITE
11111 1
8 1 BEND,25.75deg,1 5.9mm,DN300,5D E,A 7 1 0 1 0 1 0 1 0 1 0 1 0 I 11 0 1 0 SITE
[III] I
I 1 I III I i 1 i 11111 1 II
COATINGS 1 1 1 1 11111 111111 1 II
9 361 COATING,4mm 3LPP,60mm,CWC,12.7mm,DN300 EA 7 0 0 0 0 0 0 1 0 0 SITE
1 11111 I
10 2 COATING,4mm 3LPP,15.9mm,DN300 E1A 71 0 0 0 0 0 0 1 0 0 SITE
11111 I i i i i i i i
11 35 COATING,4mm 3LPP,60mm CWC,15.9mm,DN300 E,A 7 0 0 0 0 0 0 1 0 0 SITE
iiii 1 1 1 1 1 1 1 1 1
12 107 COATING,4mm 3LPP,60mm CWC,12.7mm,DN300,ANODE E,A 7 0 0 0 0 0 0 1 0 0 SITE
111111 11111111
13 13 COATING,4mm 3LPP,60mm CWC,15.9mm,DN300,ANODE 7 0 0 0 0 0 0 1 0 0 SITE
EIA 111111 11111111
14 2 COATING,1 2.7mm NEOPRENE,0.5mmFBE,15.9mm,DN300 E,A 0 0 0 0 0 0 1 0 0
7iiiiiiiii SITE
ii Ili
15 1 COATING,GFE,4.8deg,15.9mm,DN300,5D BEND E,A 7 1 0 1 0 1 0 1 0 1 0 1 0 1 11 0 , 0 SITE
i I I II I
16 1 COATING,4mm 2LPP,86deg,15.9mm,DN300,5D BEND E,A 71 0 0 0 0 0 0 1 0 0 SITE
II II I ii i i i l t
17 3 COATING,4mm 2LPP,30deg,15.9mm,DN300,5D BEND 7 1 0 1 0 1 0 1 0 1 0 1 0 1 11 0 j 0 SITE
EIA II I II 1
18 1 COATING,4mm 2LPP,25.75deg,1 5.9mm,DN300,5D BEND EA 7 0 0 0 0 0 0 1 0 0 SITE
[ 1 1 1 1 [ i 1 1 1 1 1 1
I I I I 11 1 II 1 1111 1 III
FLANGES & FITTINGS I I III I I i I I I I I i
19 2 DN300,FLG,WN,CS,CL600,ASTM A694—F65 E l /6k B 1 Y i I C I O I N I T I R I A C T I O,R, I I SITE
20 6 DN300,FLG,WN,CS,CL600,ASTM A694—F65, RTJ E A B Y 1111111
CONTRACTOR
1 111 1 1 1 1 1 SITE
I 1
21 6 D N 300 , FLG ,SWIVEL,CS, CL600,ASTM A694 F65, RTJ EIA B Y I C I O I N I T I R I A C T I O,R, SITE
1
22 2 RING JOINT GASKET,DN300,R57, SOFT IRON EIA B Yi I C IO I NI T I R I A C TIO I RI
I SITE
23 180 M33x245mm ASTM A193—B7 BOLTS & A194-2H NUTS C/W WASHERS E IA B IY , iC , N j T iR , A C T ,R j
1 SITE
10 10
I 1 111111 1 III I I I I
1 1 I I 1111 1 III I II
1 11 1111 I I I II
1 1 1 1 1111 1 111 1 1 11
1 I 11 1 I III
1 1 I 1111 I 111 1 I 1 I I
NOTES: 1 I [ I 1 I I
1. TOPSIDE & PIPING/PIPELINE—INTERFACE BOLTS & NUTS ARE ALL UNDER [ I I 1 I
MECHANICAL/PIPING SCOPE.
2. MATERIAL SAP NUMBERS SHOWN ABOVE ARE ALL GENERIC NUMBERS AS PER PROJECT I I I
DIRECTION. I I I
3. BLIND FLANGE (MODIFIED), PRESSURE GAUGE & OTHER NECESSARY MATERIALS REQUIRED
[ II I I i
FOR HYDROTEST SHALL BE SUPPLIED BY INSTALLATION CONTRACTOR.
4. ITEM NOS. 3& 4 ARE PRP4 SURPLUS MATERIALS. I I
5. BOLT LENGTH FOR THE SUBSEA FLANGES TO BE CONFIRMED FOR SUFFICIENCY WITH
[ I I [
HYDRAULIC TENSIONING REQUIREMENT.
1[1 R[[ I 11 I
Requisition For: This sketch to be read in
ETSR NO. 30079829-0010 conjunction with Drg. No.
AM09G39033
Title: REPLACEMENT OF WATER LINE TO RE*A
M.T.O. FOR PID1979 DN300 (OFFSHORE) HP GAS PIPELINE 01 AUG'16
FROM RSPS TO AMGP09 REV. DATE
9y CAD File No.: AM 09G39033

BRUNEI Brunei Shell Petroleum Co. Sdn. Bhd Engineering Dept., Seria
Drg No.
Date: Drawn: Checked: /94 Cons'It D.E. Company D.E.
AUGUST 2016 JUMI ')a' SAAA, ALS AM.09.G.39.033
LW hoPPitic LEGEND
AM.09.G.39.033U
PIPELINE ROUTE DATA END PONT, SEE NOTE 7.
MEM
COORDINATES _AMR_ API _WENN 01
BEND
POINTS KP. BEARING RAMIS OAS
ANGLE
EASTING (m) NORTHING (m) MPS
LEILTI PHASE MD FLOVILNES
OEMICAL
PID1979 - 0111300 GAS PIPEUNE - OFFHORE SECTION ... WATER
518000 N WIN-CORBASSIONED
LFP 0+000.00 498048.561 508005.946 347° 29' 45* - - AI MOOTED
II
PROPOSED PPELNE
CP-01 9+310.46 498032.731 517095.556 - - - 4-12 CAME
a
PROPOSE) CABLE
IP-01 - 496013.586 517181.966 352° 33' 49' 5.07' HOR 2000m ECM GNU
DRAWING NO.
PLATFORM
TP-01 9+487.36 496002.113 517269.731 - - -
PLATFORM VEIT •LACXET
CP - 01 CONDUCTOR
PC-01 10+010.27 495934.434 517788.248 - - -
WORE OUTLINE
PC-02 10+502.37 495870.745 518276.203 - - -
516250 N
PC-03 10+565.30 495862.600 518338.608 - - - 011311W6
'110483
PRIEM
PC-04 10+574.70 495861.384 518347.925 - - - MOORING PLLAR
AIMOR PLE
IP-02 10+627.95 495854.490 518400.738 18° 18' 44' 25.78° HOR SD MINIEENED WELL
T.PIECE
- SKVAGED JACKET SITE
PC-05 10+666.39 495866.569 518437.234 - -
OBSTRUCTION (H or LAW)
MAROER ENJOY MART
PC-08 10+790.03 495905.415 518554.609 - - -
MARKER SUM VII0 15MT
MOORING PILLAR VIAJGHT
EP 10+795.10 495907.011 518559.429 - - - NAVIGATICN TUN BUOY
514500 N
NAV. AM BEACON VAUGHT
WORM BEIER
PLOT STATION
PIPEUNE CROSSING SCHEDULE OUSETIC GROW Areignai
POSSIBLE LOST ANCHOR
MARK DESCRIPTION CROSSING ANGLE J 4

AREA OF ARTIFICIAL REEF
MTh HEIGHT ABOVE SEARED
ARTFICW. IEEE
PC-01 SCRAP PIPE *24' (KOWTOW UICER7*)
MUT PLATFORM
PID0036 - DP4400 GAS (WET) PIPELINE FROM SCRAP PPE
PC-02 t311* PPELINE SUSPENSOR
AMDP-15 TO AMCA-09 cm"' WITH MAXIM HEIGHTS
PID0025 - DN200 GAS PIPELINE FROM AMDP-15 512750 N
PC-03 030-
TO AMCA-09 IIENRO FEMMES
1 + TEAMED COITOUR
PI00324 - DN300 GAS (WET) PIPELINE FROM
PC-04 1:52° MICHORITRWIL SCAR
AMOP-25 TO AMCA-09 CHNINEUSUPERFEML COMM
DEPOSMON - DEBRIS ROW
PC-05 LINEAR DEBRIS I:90° CRATER WITH DEMI
IMPORTANT CONSTRUCTION NOTES:
DISTURBED SEABED
PC-08 SCRAP PIPE 411* COWL
LFP (REFERRED TO ONSHORE GRID):
MINOR DEBRIS
E 498045.909 , N 508006.309
ISOLATE/ POSKIVIM
LFP (REFFERED TO OFFSHORE GRID):
POMPOM CLUSTER
MAPPING PARAMETERS E 498048.561 , N 508005.946 511000 N HIGH SONAR REFLECTIVITY AREA
SONARJRNID CONTACT
HORIZOIITAL DATUM INABALAI 1948 ONSHORE TO OFFSHORE COORDINATE
DEPOSITIONM.- ROOCFALL
SPHEROC EVEREST 1830 CONVERSION:
CORAL PM1ACLE WITH
SEM MAJOR AXE (A) 6377298.556 EASTING = +2.652m, NORTHING = -0.363m MIGHT MOVE SEAM NC
FLATTENING (I/F) 300.8017
I!-) LEAST WAIERDEPTH
PROJECTION SYSTEM BORNEO RECTIFIED TN13 13 DUE TO DIFFERENT COORDINATE INLINg.6 DEBRIS WITH DMENSIONS
NI /MIRES LOAN
SKEWED ORIHOMORPHIC CONVERSION FROM 916384 FOR BSP HIGH RERECTIVE
UNTS METRE/DEGREES ONSHORE & OFFSHORE APPLICATIONS. SONAR CONTACT
MGM 115' EAST UNEAR DEBBIE WITH
4' NORTH LENGTH N WIRES
value for centre of BSP operations ALL ONSHORE ELEVATIONS ARE REFERRED
VERTICAL DATUM 0 POOOMILK
5' N 114' 30' E (01-01-2009) TO IASL (MEAN SEA LEVEL) WHILE OFFSHORE VEROCORE
WATERDEPTHS HAVE BEEN REDUCED TO CHART DATUM
ELEVATIONS ARE REFERRED TO CD (CHART 50 GRAVITY CORE
BRUNO OPEN WATERS (BOW) CHART DATUM IS 1.13
WIRES BELOW MEAN SEA LEVEL
DATUM BRUNEI OPEN WATER'. GRAB WIRE
JACK-UP RIG FOOTPRMT
CHART DATUM (BRUNEI OPEN WATER) =
A k'‘v11
SOL BORNG
"
+1.13m MSL
1000 1500 2000 2500 ONSHORE 8 OFFSHORE CONTRACTOR (INCL. HP - KLOWIRE POST - INTERSECTION PONT
0 250 500 .41
COFFERDAM CONTRACTOR) TO TAKE INTO LANDFALL POINT (LFP), SEE NOTE 6 .0 LAP - LANDFALL PONT 1P - TANGENT POINT
METRES CONSIDERATION THE VARIOUS VERTICAL 8 mow* EP - EAD PONT MT - MOM TX-N
SCALE 1 : 25000 HORIZONTAL REFERENCE DATUM. CP - CURVATURE PONT PC - masa CROSSING
mom
I ALL COORONAES ARE REFERRED TO RECIFE) KR CRTHOESTRIC (8MIE0 GM) a BP TM OFPNORE GRID.
FOR INFORMATION
2. THE COMMIES WD N71D5 A GM11 N 11E1RES.
3. BEARING REFERS TO NE MCI OF MECUM OF THE KEH • NEASRED CLOCKIEE Al MIME TO GRID NORM. DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME. AM09G39033U1
4. RA TER DEPTHS MOW ARE EFERINCED TO CHART DARN BREC WEN RATERS.
5. PRE-CONSTRUCTIOIBISTEUTER 10W MC NO COIDUCTED TO alma a MW'! DE PRCPOSED ROJ F. NSW AlL09.G.39.044U1 P01979 IMMO If. CAS PPEUE - SHIITE PPPROACH CETM. TITLE: DARAT GAS PROJECT
UTIUTY UNES TEAR LOCATIONS a CROSSING MOS
6_ ONSCRE a OFSHORE INSTALLATION ONTRACTCR 9IALL NNE DE NECESSARY ARRANGEMENT (ia ESTEREMENT OF MAG.39.1111/0331-00741 PI01979 1:11303 tf GAS WELK - OFFSHORE MINOT SHEETS X`7?9.1.! P101979 DN300 HP GAS PIPEUNE FROM RSPS TO AMGP09
COMM CONIN1 PONS WIGWAM AUGMENT RITERFACE ORNINGS ETC) TO 015.81 FACER It-m/mamtnaa PAL09.C.31036U1 RISER TO PRUE 1E-H OEMS AT POPO BRUNEI
OVERALL OFFSHORE FIELD LAYOUT
OT THE ONSIORE A OFPRICE SECTIONS OF RE FIFELINE IS ACHCED AT Tic Lagoa PONT.
7. END PONT IS AT SE OSER RAT AILIE.C.39.035111 PI01971 011300 If CAS MUNE - RISER GEPERM. ARRNIGSANT 03 (EMT No.30079629-0010) FC/FA 08/2016 LAI SAA PUS8 Brunet Shell Petroleum SCALE: AS SHONI IS7E: Al
8. LOCATOR GE ALL MINX MIMES 54411 BE ONFINED AT SITE M OX PRIOR TO COMMON of OFFSHORE Sdn, Bhd.
LOCATION
NSTALLATIGN ACIDITIES. ML09.6.39.034411 PI01979 01000 HP GAS WEIN - FLAMM PDPROACI1 AT *GPM -11.2-tE4s4-(40,3007579()-(m)-aftv 11/2014 r,‘ISTJ MB DRAWING NO. RED
Enoneeyeg Dept, Sere
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION BI No DATE DWN
CHK DESIGN
BSP AM01309 AM.09.G.39.033U1 03
SOURCE
USER MOVIUDI TM
6 tE It IN I IN IN II la III IN OMEN
LTV lb
14* Trap • - - • • • • • •
W Niel OG . - - - -
NW NNW NV= - - - - • -
AM. 09. G. 39.034U 1
O
z
1. NJ. COORDINAIES APE RECLINED TO RECNIED SKEW oaniamowitc (EICSN(O GRID). NOT ALTER IS CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39034U1
2 111E COOTITINATES AND GR)S ARE OLEN PI METRES.
3. ALL ONIENSIONS ARE N ARIMETERS (iw) UltESS NOTED °ORRICE. TITLE: DARAT GAS PROJECT
it FIRST FIVE (5) JRNTS AK ANODE LOWS. I (ONE) PIPE All LOON IS Dm AS 1220.
MI.09.GL31038/007U1 R01979 PIPELINE AUGMENT 94117 (SHEET 7 OF 7) s\7? P1D1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGPO9
1 IIENING REFERS TO MT IOW OF OIRECTION OF of MANE, WARRED CLOCKIRSE NI NEFENINCE TO ONO Walt
BRUNE ,
PICCINIATIOI NI SOW' FWE IS NOT AVALABLI BONG DETAILED ENGINEERING PHASE. INSTALLMION 01.09.0.39.031110 P01979 RISER TO PIPELINE DE-0 BETAS AT AIIGP09 PLATFORM APPROACH AT AA4GP09
CONTRACTOR TO RIMY AT SITE PRIOR 10 nsrAu.Anco a FABRICATION INCRrs.
7. MST/IL/AMR 03ITRACTOR TO MAIZE AND COWIN THE SPOOL ARRANGEMENT AT 10 MAP -09 APFROACH M.094.39.0330 P01979 RISER GENERAL ARRANGEMENT AT M/GP09 03 (E1SI/ No.30079829-0010) FC/IFA 06/2016 JUR SAA PUSS Brunei Shell Petroleum LOCATION SCALE: I 150 Al
swam BASED 01 ACTUAL SITE CEICITOIS, NSTALLAIN TEITICIDS & ECORSE,CAPABIUTIES 11111 EILE Co. Sdr■ Bhd.
VITEN APPROVAL FROM BSI'. /41.09.G.39.033111 R01979 OYERALL Flan LAYOUT 05/2015 ACD DRAWING NO.
Engineering Dept.. Sea
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION BI No DATE

DESIGN
DWN CHK SOURCE BSP AMGP09 AM.09.G.39.034U1 03
USER DIFIRTIATIM ID
N N N N N N N 0 )01 0-01.11
LIN N.
Tisro.
V MED PI
NH kw* War
LC)
M
CD
a;
re)
cj
a;
O Ti; 11.112GE
PROPOSED 323.9mm1 CD
o 15 9mm WI RISER (P10.1979)
Z
CD V EL(*) 5176 FACE OF INSULATING FLANGE
I INSULATING FLANGE
I I V EL(+) 5182 W.P V EL(+) 5182 W.P
V EL(+) 4746 TRANSITION BEND
V EL(+) 3048 JACKET BRACE V EL(+) 3778 HANG-OFF SLEEVE CLAMP
3560 _L v EL(+) 3048
+ . 3000
wr c(1
OP a SPLASH ZONE
EL(±) 0000 (m EL t 0000 M.S.L

4 PLATFORM WORM
PLAN AT EL (.15162
PROPOS03 NEW WI 300 HI,
N EL 2700
ADJUSTABLE GUIDE TRUE
12 BATTER
CLAMP (1 P)
7842
V EL(-) 7925 7925 862
V 170(1=
11187
.1 07 SPLASH ZONE COATING
I, Ell+) 5182 WP
I 4.6:50 TRANSITION BEND
la
2 PERMANENT KNEE BRACE
(SEE DETAIL
EL(+) 5176 FOF
(12= I 61 9.5rnm)
m
RI K It
V ELI -) 16009
In CONCRETE WEIGHT 1,3
COATING PIPEUNE 0
48 ACKET GRACE
V ELI-) 19660 MUDLINE
40cJ 1 V 19960
w Ell+) 3000 TOP OF SPLASH ZONE
ELEVATION AT ROW 12 TRUE

BATTER
SCALE: 1:150 VIEW A-A
4EL(±) 0000 (M.S1)

---- TRUE ANGLE = 85.65'
= 1619.5 (5D)
r — FLANGE CONNECTION
w ELI-) 2700 BOTTOM OF SPLASH ZONE
EL( -) 18004
IP. OF RISER BEND w ELI-) 7925 JACKET BRACE
Irtra4GE 011.300-600/
RIT Selv2 FLANGE
FROM RASAU PRODUCTION STATION
CONCRETE MATRESS
EL. (- 19660 EL. - 19660 EL(-) 8958

- I 'I 'I 'eV' MUDLINE FIELD JOINT
MUDLINE
PC 06
FOift INFORMATION
ENLARGED DETAIL OF
SPLASH ZONE COATING PIPE
SCALE: N.T.S.
WALL N.1.5 DETAIL)
DETAIL 'Pe (BEND
DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME. AM09G39035U1
1. ALL DIMENSION ARE IN 1.0.1 AND ELEVATIONS ARE MI1H RESPECT TO LISL
2. THE COCRDINA TES ARE IN METERS AND REFERRED TO RECTIFIED SKEW ORTHOMORPHIC TITLE: CIIRAT GAS PROJECT
(BORNEO GRID) ST?9.14 PID1979 ON300 HP GAS PIPELINE FROM RSPS TO AJAGP09
3. THE HANGER/DEAD WIGHT CLAMP ADJUSTED SUCH THAT, THE TOP OF SPLASH ZONE ELEVATION BRUNEI
NM GENERAL ARRANGEMENT AT AmGP09
ACHIEVED AT EL.(+) 3.00M
4. THE HANGER CLAMP DIMENSION SHOWN IS INDICATIVE ONLY AND TO BE CONFIRMED DURING 03 (ETSR No.30079829-0010) IFC/IFA 08/16 1.111 SAA PUSS Brunei ShellPetroleum
Co. San. Bhd.
LOCATION: SCALE: 1 : 150 I SIZE: Al
DE TAIL ENGINEERING. AB
Ail.09.G.39.034U 1 PLATFORM APPROACH AT AMGP-09 •
- 'DESIGN Enaneteiret Dept. Sate AMGP09
DRAWING No REV:
GENERAL NOTES DRAWING No REFERENCE DRAWINGS REV DESCRIPTION 81 No DATE DWN
1SOURCE
BSP _ AM.09.G.39.035U1 03
1811 11111111111 IN
IA a v) w 0 m 8 to a ir arm
all•
lies kw,
UP OW i -
Ms Mei MN - -
RISER BASE (ENO PONT)
AM.09.G.39.036U1
E 46507.011
N 511650.421
SCAN' PPE
SCRAP PPE (SEE NOTE 63

(SEE NOTE 5.)
9BSEA FLMOZ COMECON --------- calf
---------------
E 4115014256 --------
N 5166$3.693
DRAWING No:
DOOSETELLBABEEL SUBSEA FUME OONTECTION

001300 603# WI ITJ
UDC SPOIL -1 FIN4CE. 496671295
ITEEB.001DEL 0013013 603# MEL RTJ N 5110467.911 SLIBSEA FENCE amnion
1111300 6036 EN RTJ
= E 40505E001
ON N 5111316476
L011G2330731160DE...
011300 600# 1101 RTJ sussEA FLAME CONNECTION
L2IL.513:10:LL.13.1MiL E 406856604 USW SPOOL FLANGE
011303 6301 MEL RTJ
N 5100111111 ON300 930# VI RTJ
16 DORDMILarKiEL
SUBSEA FLANOE CONECTOR 7 c,ts ONEA)
600# RTJ
E 446900.177
N 516566.912 latft14.
241
t Wt4C t; ir 44.FRO/
f PelNE Rsps,
ver
r
Att 10 IFDO alms -2 F7 MI
WOO 600, IN RI!
GLQS0L2DIOL5titiL
011300 600# Anti RTJ
Alloo
Left spoot
lac
SP°X-2 --
(SEE kn
7) Wait
r Pot
LAIOPa
PAW twill
_ -
CLOWN WOK. 011/114
uNENt OffiNS (SEE ME 6)
2961
REF. 4244
6732 1
2652
4
11300 15.9rrim TIT., 8524 50 (R.1619.5wm). Wren

2-LATER PaYFROPTLENE CORTED RISER BOTTON BEM
STRUCTURAL MCKEE
(11101CA1NE ONLY) ON • 600# 014 RTJ
ON 600/ SO4VEL RIJ
040000 ■15.4ree W T., 30 50 (R.1619.5mm), 4mm

2-LAYER POLIPROPAINE COATED COOSENEN EIDE
1000 (119.) 014.130 CONRETE COATED PPE (PIER

TANGENT LEN TO OWL NO. A11.09.039.039U1 FOR
11F94CRE PIKUNE COATING EVANS)
U3116...SETNIL-alLAIDE...
moo (rtv.)
s, /A4
-Nc \, r//\/
, '1/4 N. /S,/,
Nr •\e/Nl
■ i7\4/\,)
'Iv 0/ >7',/\/›.57\/,/\ ,0","\71
S,;4/\/"\S;?,S, \.7Ni,,\/›.1
\\ ,7\\4\e>,,,
\/›.?/ ey• \
\i; 1/4 \ \-\7
11300 003/ IN RN
TUDING SPOCL FLAKE. TANGENT IDIOM
044300 GOO/ SVC. RD ---- 00300 ■ 15.9nri 25.15' 50 (R=1619.5rnm Nan
DODO • 15.9/Im DT, 30' 513 (R•16151.5••11). arnrol 2-LATER POLTPROPYLEK COATED SUBSEA DEW
SOW' PPE (SEE NOTE 9) 2-1.11112 POLVTIRCPYTENE COATED ODOSENECI RENO
I. MI COORONATES NE REFERRED TO RECTIFIED SILEW ORTHC010RPHIC (KIM GRIO)

2. DE COORDINATES NO COOS AK (1004 N METKS. w
CLOSING SPOOL DETAILS
SCALE I 30 (SEE NOTE 7. )
FOR INFORMATION
3. ALL 06101906 ARIE N KLINETERS (inn) UNLESS NOTED 0111PMSE
4. DE RIOT OW (5) JCIIITS ARE ANODE JOINTS 1 (OE) PIPE JOINT LEN001 IS TAKEN AS 12.2n.
L INSTATIAITON Cf PROPOSED SUBSEA CAKE IS DEFERRED. NA09.6310XM1UI-007U1 PI01979 OWSHCRE AUGMENT SHEETS DO NOT ALTER THIS CAD DRAWING MANUALLY CAD FILE NAME: At409030036L11
INFORNATION ON 90tH PPE & !NEAR OEMS IS NOT AVIAABIE CURING OETAILED ENDEMIC PRAM.
INSTALLATEN CONTRACTOR TO \GIFT AT STE MDR TO PISTALLAION 6 FABRICATION WOKS MA.09.G.39.04011 PID1979 OFFSNCRE REID JOINT COATING DETAILS TITLE: DARAT GAS PROJECT
7. NUMBER OF SUBSEA RANGE KTMECTION ARRAMCOIENT t TOOTH 00 SPCOLS SHOOT ON DK ORATING AK
WAD* ONLY. OISTALLATIOT CONTRACTOR 10 OMEN NO 01111111 94 ompaNflecr NO (ENG%
BASED CAI ACTIDA. RE COCITIONS. IISTPLIATION 11011005 6 031011011 ['PADDIES MTN CAE PIM
AM.09.G.39.039U1 P101979 OFFSISCRE PFELNE COATING OETALS X`r.191! PID1979 DN300 HP GAS PIPEUNE FROM RSPS TO AMGPO9
AM.09.G.39.035U1 P01979 KISER GENERAL ARROJIGENDIT Al ANGP09 BRUNEI
APPROVAL ETON Rte. RISER TO PIPEUNE T1E—IN SPOOL DETAILS AT ANGP09
6 MSTALLATIO1 CCNTRACTOR SHALL INSTAL MITITESS FOR SCRAP PPE wo aim DEBAn CTROSSIIC TO AM 09.6.32 03401 P01979 R.A1FORIJ APPR0A01 AT ANGP09 03 (ETSR No.30079829-0010) FC/IFA 08/2016 SAA Brunei Site Petroteum SCALE 1 300
M32ITMN VIKA SEPARAKIN Cf 310ren.
Co. Sdn 134,4.
LOCATION: I SIZE: Al
0 FLACES SHALL BE COATED WTH TWO COATS 00 KASS RJIE EPOTT PANT 600 IRCRO1 OFT DOT COAT. MI.09.G.39.033111 P01979 MALL HELD LAYOUT 02 (ETSR No.30075790 0040) M00 DRAWING No.: REV:
Engineerilq Dept_ Soria
DRAWING No REFERENCE DRAWINGS REV DESCRIPTION 01 No DATE DWN cHK
DESIGN
BSP AMGP09 AM.09.G.39.036U1 03
GENERAL NOTES SOURCE
wenterrwrupte
• a • • VI
••■•■■
•N
raw
TABLE 1.0 TABLE 2.0 TABLE 5.0
PI01979 OFFSHORE PIPELINE SECTION CHARACTERISTICS PI01979 ONSHORE UNEPIPE MATERIAL TAKE-OFF FITTINGS/SUPPORT/CLAMPS
ICIUMETRE POST FRC81 0.000 1.476 6.382 10.295 ITEM NOW*. °Una WEL
ONE COATING OEM 0318CNIIIT COATMG TYPE SZE 011111111Y
TO 1.476 6.382 10.295 10.795 NO. SUE
021) (mm) 91110
METER THICK ME
193 31812012 TYPE rr
atioTy
DESORPTICII
1200 MICRON PLOT OF GFE 011 300 1
RD/ NO. 1 2 3 (SEE NOTE 7.) 4 5 300 323.9 15.9 if ERW 1450 00/110 31FF
22 RING OFT afrup
23 WIDE CAMP ZIN500C RIMIMICCHRON

EPDXYOFTPRMER C1N 300 1
ONSHORE ppaw OF
UTERPE MATERAN. TARE-OFF (km) 1.476 4.906 3.913 0.5
PIPELINE OUTSff METER (mm) 323.9 323.9 323.9 323.9 24 WM OFF SLERE 12001421MICRON BUILD EPDXYGFE
WC OF ON 300 1
PPE WU. 1112101ESS (mm) 12.7 12.7 12.7 15.9
TABLE 3.0
PPE GRADE ISO 3183:2012 L450 00/M0 1450 00/110 1450 00/110 1450 00/110 RISER UNEPIPE MATERIAL TAKE-OFF
TABLE 6.0
TYPE NF-ERW 11F-122 W-ERVI If-ERI/ OEM NONA OUTSCE WILL
GRACE COMM
REWIND
FLANGES & MISCELLANEOUS
COATING T1PE (mm) 4mm 1PP 4mm 31PP 4mm 31.Ff 4mm 3LPP NO. SIZE DIMEIER DICK TM UPC (91111TI1Y DECRPRON REM OPPONENTS SUE CITT MUM. SPEC.
MID RFFLANGE
(mm) BO 3183:2012 (m)
CONCRETE 1111001ESS (mm) 60 60 80 60 6
DWO
300
(mm)
323.9 15.9 If ERN 1450 00/110 4mm IPP 6.0 SUBMERGED RISER 25 600#
NECK
24 300 2 ASIA A694 1 65 (SEE NOTE 9.)
7 300 323.9 15.9 If ERN 1450 00/110 12.7mrn NEOPRENE OVER 0.3mm FOE 12.2 SPLASHZONE I ELD 600#
26 WMR CM 300 5 ASIA A694 F65 (SEE NOTE 9.)
D
CONCREIE EOSIN 119/1113 3040 3040 3040 3040
8 300 323.9 (5.9 W ERW 1450 00/90 GFE 3.0 MK SPLASHZONE RISER RINE
6C0# RTJ AS12 A694 F65 (SEE NOTE 9.)
OW YEIGHT - EM MY (Rim) 32573 3257.5 32573 3490.5
27 SAW RIME ON 300 5
18463 6039
GRICETRTJ
SUBMERGED NOWT - EMPTY 1613.5 16133 16133
ALUMINIUM MUM ANODE THODESS
(M/m)
(mon) 60 60 60 60
28 011 300 5 ASTAI A894 F65 (SEE NOTE 9.)
ANODE LENGTH (mm) 450 450 295 450 TABLE 4.0 29
1133 XC/245rnm
W NUTSLG.& WASHERS
STUD BOLTS - 100 9193-8711 & A194-21111
BENDS MATERIAL TAKE-OFF
ALUMINIUM INDIUM NOCE NETT IMSS 019) 78.9 78.9 49.58 789 REM N2111WL OUTSCE BILL REDURED TABLE 7.0 TABLE 8.0
ANODE SPACING (JOINTS) 3 8 5 10 NO. WE
MR)
MEIER
(mm)
RICK
(mm)
TYPE GRADE
ISO 3183:2012
COMING
TYPE RIMS MIME GUMMY
(819.) (,0)
DESCRPRON
ONSHORE PIPEUNE CATHODIC PROTECTION PIPEUNE DESIGN DATA
MOM OUANITIY - SEE NOTE 4 & 5 (NO.) 46 51 65 10 9 300 323.9 15.9 If ERN 1450 00/410 1.2mm GFE 50 4.8 1 I /MOTION BEM) AT AMGP09 ma calPONENIS cansol (mm) VIEDIT OTT. OESSI PRESS IIE 8.8 11Pa
10 300 323.9 15.9 W ERN 1450 00/110 4mm 2LPP 50 86 1 RISER BASE AT ANGP09
11 300 323.9 15.9 If ERN 1450 00/20 4mm 2LPP so 30 GOOSE NECK AT ANGP09
30 MAGNESIUM ANODE 150 X 150 X 615 23.2 kg 49 EMI TEMPERAILME WC
4rnril
2
SUBSEA BEND AT AMGP09 11 I RA
1450 00/20 4rren 2aPP 5051) 25.75 1 31 TEST STATION 7
12 300 HYDROSTMC TEST PRESSURE
13 307
323.9
323.9
15.9
15.9 IfWERW
ERN
1450 00/510 1PP 58 2 ONSHORE ROUTING 7 MEDIUM
14 30D 3219 15.9 IF ERW 1450 00/170 4fern 21.11P 50 82 1 ONSHORE ROUTING 32 TEST POST - WET CAS
IS 300 323.9 15.9 If ERW 1450 QOM 4mm 2LPP 5D 35 1 ONSHORE ROUTING
16 300 323.9 155 W ERW L450 00/510 4nwn 26PP 50 52 I ONSHOW ROUTING
17 300 3219 15.9 If pro 1450 00/20 Unnt 2LPP 50 85 I ONSHORE ROUTING
18 300 3219 15.9 If ERE 1450 00/90 4mm 21PP 50 80 1 ONSHORE ROUTING
19 312 323.9 15.9 W ERW 1450 0020 4mm 2LPP 50 90 7 ONSCRE ROVING
20 300 323.9 15.9 IF ERW L450 00/1I0 4mm 2APP 50 45 1 ONSIDE RISER REND BIKED AT RSPS
21 300 3219 15.9 If ERW 1450 00/410 4mm 21.11P 50 45 I MIME RISER BEN MORGROUW AT MPS
AMCP09
( Pi
RSPS01
LANDFALL TIE-IN
OFFSHORE ONSHORE NOTE 10
PIPELINE SCOPE
OF WORK
PIPELINE
SCOPE OF WORK
NOTE 10
00
o 0 0
" 00 Go to
EL(±) 0.000 MSL NMA
ROAD CROSSING
O 0
12
EXISTING SERVICES CROSSING (PIPELINES, CABLES (NOTE 8))
BURIED PIPEUNE
00
00 00
0 00 00
0 CROSSING NO 1 (KP 10.010)
MUDUNE ABANDONED PIPE
WAM2
CROSSING NO. 6 (KP 10.790)
DN200 REDUNDANT CHPS PIPEUNE
0
(P10.36) DN400 AMDP1 5 TO AMCA09
CROSSING NO. 5 (KP 10.666) CROSSING NO. 3 (KP 10.565)

LINEAR DEBRIS (PID.25) DN200 AMDP15 TO AMCA09

(1.10.324)
NIOP
2.THE DISUBMERGED
1. ALL MENSIONS OF MATERI
OUANTMES ARE
RI S
IN MIWALAISHOWN
ER AEU)
ETRES UNLESS
JOI N TS
NOTED 01112211SE
IN THIAPPUED
S DRAWMG
WITHDOES NOT INCLUDEBASED
POLYETHYLENE SPARES.
HSS MIRIAM! 50mm
OVERLAP
3. ALL
ON
4.FM (5) AMORAL EXTERNAL CORROSI
ANODES ARE
O N COATI
ARE
N G.
FRONDED TO PROTECT THE RISER AT A GP-09.
M DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME:AM09G39037U1
5. FIVE (5) ADDITIONAL ANODES ARE PROVIDED FOR SHORE APPROACH.
6. FOR DEN OF TOPSIDE 160'S, REFER TO RELEVANT TOPSIDE ISOMETRIC DRAWINGS TITLE: DARAT GAS PROJECT
7.MATERAL IS FROM PRP4 PROJECT. 9.1-! PID1979 DN300 HP GAS PIPELINE FROM RASAU TO AMGP09
8.ONSHORE CROSSINGS NOT SHOWN ON ISOMETRIC, PLEASE REFER TO ONSHORE ALIGNMENT SHEET, 1
BRUNEI
9.DISTANCE BETWEEN TEST POST M40 TEST STATION 6 200m. PIPELINE / RISER SYSTEM ISOMETRIC
10.SUBSEA FLANGES WILL BE SUPPUED BY SUBSEA 1NSTAUATION CONTRACTOR. BruneiCo.Shell
Sdn.Petroleum
AM.09.G.39.033U1 OVERALL FIELD LAYOUT DRAWING 03 (ETSR No.30079829-0010) IFC/IFA AUG"2016 JUMI SAA PUSB
LOCATION: SCALE: NTS IS IZE: A 1
AM.09.G.39.035U1 PIPEUNE RISER GENERAL ARRANGEMENT AT AMGP09 02 MAY'2015 DZUL I ITJ MD AZ_L- Bhd. DRAWING No REV:
GENERAL NOTES DRAWING No REFERENCE DRAWINGS REV DESCRIPTION BI No DATE DWN CHK
DESIGN
BSP
Engineering Dept. Soria AMGP09 AM .09.0.39.037U1 03
SOURCE
USERTFORWTIONBOX
1.11 1.12 U3 U4 US Le 1/7 UI Le ap awsluM)
EMI Mt
DipSerre ...weer
WRIDECMG
Went Ms
AM.09.G.39.039U 1
60mm CONCRETE WEIGHT COATING
AND CORROSION COATING

(4mm 3IPP)
STEEL PPE
DRAWINGNO.
TYPICAL LONGITUDINAL CROSS SECTION CONCRETE COATED OF PIPE (60mm) TYPICAL CROSS SECTION OF
CONC. COATED PIPE (60mm)
12.7mm NEOPRENE
STEEL PIPE
TYPICAL LONGITUDINAL CROSS SECTION SPLASH ZONE COATING (12.7mm NEOPRENE) TYPICAL CROSS SECTION OF
SPLASH ZONE COATING (12.7mm NEOPRENE)
AND CORROSION COATING

(4mm 3LPP)
STEEL PPE
TYPICAL LONGITUDINAL CROSS SECTION 3LPP/3LPE COATED PIPE (4mm) TYPICAL CROSS SECTION OF
3LPP/3LPE COATED PIPE (4mm)
BOLL DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39039U1
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE STATED.
2. APES/CARON OF COA114GS SHALL BE AS PER: TITLE: DARAT GAS PROJECT
- DEP 31.40.30.31-M FOR 3LPE
- DEP 31.40.3036-GEN FOR NEOPRENE
xissi. PID1979 DN300 HHP/HP GAS PIPELINE FROM RSPS TO AMGP09
BRUNEI
- DEP 31.40.3030-GEN FOR CONCRETE OFFSHORE PIPELINE COATING DETAILS
- DEP 31.40.30.32-GEN FOR FOE
03 (ETSR-30079829-0010) IFC//FA 08/16 JUMI SAA PUSS Brunei Shell Petroleum Al
LOCATION SCALE: N.T.S SIZE.
AM.09.G.39.033U1 AD Co. Sdn. Bhd.
PM 1979 OFFSHORE HELD LAYOUT 02 (ETSR 30075790 0010) AFOD 05/15 DZUL HTJ AED DRAWING NO. REV.
Engineerin Dept, Serie
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION 81 No DATE DWN
DESIGN
CHK SOURCE 8SP AMGP09 AM.09.G.39.039U1 03
USER RFORIMIKR BOX

U in m us us us U7 Ull U9 110 DI DS41.111
EMI Ikt 11P10-01 -
Oa* Some ...ft... -
IP MART EN6 WI
Dal bre 2130.
AM. 09.G. 39.040U1
450 450
390 390 380

(NOTE 4) (NOTE 4) (NOTE 4)
200 (MIN.) 200 (MIN.) 200 (MIN.) 200 (MN.)
150 150 CONCRETE NOGHT COATING 50 (MIN.) 150 150 CONCRETE WIGHT COATING
20•
(NOTE 3) (NOTE 3) OVERLAP - (NOTE 3) (NOTE 3) 1
iNC
11. VERLAP
AND CORROSION COATING ANTI CORROSION COATING
(4mn 3LPPPLPE) ANTI CORROSION COATING (4mm 3LPP/3LPE)
(4mm 3LPP)
DRAWING NO
5 OF PIPE OF PIPE
>-)
11111111L HEAT SHRINK SLEEVE
HIGH DENSITY PU SHEET MOULD

HEAT SHRINK SLEEVE
PU FOAM INFIU_
CONCRETE COATED PIPE (60mm) TO CONCRETE COATED PIPE (60mm) NON-CONCRETE COATED PIPE TO CONCRETE COATED PIPE (60mm)
50 (MIN.) 150 150 50 (MIN.) 50 (MIN.) 150 50 (I184.)

(NOTE 3) (NOTE 3) 12.7mm THK. NEOPRENE (NOTE 3)
OVER 0.5mm FBE
50 150
ANTI CORROSION COATING ANTI CORROSION COATING 12.7mm 114K. NEOPRENE ANTI CORRO9C44 COATING
(4mm 3LPP) (4mm 31.PP) (4mm 3LPP)
OVER 0.5mm FBE
5 OF PIPE C OF PIPE
HEAT SHRINK SLEEVE HEAT SHRINK REEVE
RISER FIELD JOINT (PIPE TO PIPE) SPLASH ZONE RISER PIPE TO SUBMERGED RISER PIPE FIELD JOINT
380
50 (MIN.) 130 150 50 (LW.)

(NOTE 3) (NOTE 3) T (NOTE 3) (NOTE 3)
AND CORROSION COATING AND CORROSION ANTI CORROSION

(4mm 2LPP) COATING COATING
(4mm 2LPP) (4mm 3LPP)
5 OF PIPE 9 OF PIPE
HEAT SHRINK SLEEVE
2LPP BEND TO CONCRETE COATED PIPE (60mm) 2LPP BEND TO RISER PIPE
Hobs:
DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39040U1
I. ALL DIMENSIONS ARE RI IAIWIIETRES UNLESS OTHERWISE STATED.
2. APPUCATION OF FIELD JOINT COATINGS SHILL BE - DEP 31.40-30.37-GER TITLE: DARAT GAS PROJECT
3. CORROSION COATING CUT BACK TOLERANCE IS t 20mm.
4. CONCRETE COMING CUT BACK TOLERANCE IS ± 154nm.
MD1979 DN300 HHP/HP GAS PIPELINE FROM RSPS TO MAGP09
BRUNEI
UN
5. CONTRACTOR TO SUPPLY FIELD JOINT COATING MATERIALS MID SHALL BE SUITABLE FOR CO/MNUOUS OFFSHORE FIELD JOINT COATING DETAILS
SERVICE AT WC ARO PARENT COATING SPECIFIED. PROPOSED MATERIAL SHALL BE APPROVED BY OSP. 03 (ETSR-30079829-0010) IFC/IFA 08/16 JUMI SAA PUSH Brunei Shell Petroleum N. T.S ISIZE. Al
Co. Sdn. Bhd.
LOCATION SCALE:
AM.09.G.39.033NM PM 1979 OFFSHORE FIELD LAYOUT 02 (ETSR-30075790-0010) 05/15 DM HTJ AED DRAWING NO. REV.
Engineering Dept_ Serie
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION 81 No DATE DWN
DESIGN
CHK SOURCE BSP AMGP09 AM.09.G.39.040U1 03
MR 11911091 931
a a Ni VI V W V VI W IW 006-1111
VW k WM.
bk Seour -
••••••■ -
V A= EC IIV/WIOW
AM.09.G.39.041 U1
FLAT BAR CORE
(TYP.)
RODS WELDED TO
FIAT BAR CORE
(TAP.)
DRAWING NO.
THERMIT WELD ON
EACH END OF
BONDING CABLE
G OF PIPE
PRIMER AND OXIDISED

YI
F9
BITUMINOUS ENAMEL
(NOTE 7)
FILLET WELD
(NOTE 13)
CORROSION COATING
CORROSION COKING
(4mm 3-LAYER POLYPROPYLENE)
CONCRETE COOING
TFEIBIT WELD COPPER CABLE PAT BAR CORE (TYP.) RODS YIELDED TO FLAT BAR CORE (1VP.)
TO PIPE WALL (NOTE 9) (NOTE 5) (AT LEAST 3 PER HALF-SHELL)
STEEL PPE
(NOTE 5)
ELEVATION OF COATED PIPELINE WITH BRACELET ANODE SECTION 0

SCALE NIS
SECTIONAL VIEW OF PIPELINE WITH BRACELET ANODE
1/2 PIPE JOINT

GAP GAP
PPE END
(NOTE 7 & 12) (NOTE 7 & 12)
THERIOT WELD CONCRETE COATING

TO PIPE
(NOTE 9)
CORROSION COATING
STEEL PIPE
OF PIPE
L/2 L/2
ANODE JOINT SECTION ,cp

SCALE . NTS
STEEL INSERT LUG DETAILS

ANODE NETT ANODE
K.P PIPE CORROSION CONC. COATING ANODE ANODE I.D ANODE ANODE O.D. ANODE ANODE
6. THE BONDING CABLE SHALL BE DOUBLE NeilIATED WE/PVC TYPE MATERIAL. THE MN11W CROSS-SECTIONAL PID MASS QUANTITY
AREA OF BONDING CARE SHALL BE 10mm4. 0.D COATING THK. THICKNESS MATERIAL (A) THK. (B) LENGTH (L) (NOTE 16)
SPACING (NOTE 2)
7. MODE GAPS AND ANODE EPOS SHALL BE SEALED FLUSH WITH OXDTSED BITUMINOUS ENAMEL OR ANY CIDER
SUITABLE MATERIAL
8. CABLE ATTACHMENT AND CONING REPAR N ACCORDANCE WITH DEP 30.10.73.32 -
- UNITS (mm) (mm) (mm) - (mm) (mm) (mm) (mm) (kg) (JOINTS) (NOS.)
9. REMOVE APPROX. 030mm OF PE COATING. BRAZE AND THERMR WELD THE COPPER CABLE M THE PIPE WALL.
FULLY RESTORE THE CCIRROSICN CORING AFTER WELDING THE CARE. 1979 0.000 - 1.476 EVERY 3 JOINTS 46
10. DESIGN MANUFACTURE AND INSPECTION OF ANODES SHALL BE IN ACCORDANCE
- MEP/MACE SP0607-2007/S0 15589-2(1100)
- DEP 30.10.73.32-GEN
- DEP 30.10.73.10-GEN
1979 1.476 - 6.382 4 60 ±3
ALUMINIUM-INDIUM ACTIVATED
BRACELET ANODE
331.9 .8 60 i3 451.9 .1 450±3R 78.9 ±3R EVERY 8 JOINTS 51
11. OW MIS AND CPCUIFERENTIAL EDGES OF MOTES SHALL BE COATED WITH 100 pm OFT COAL TAR EPDXY PANT. 323.9
12. A CLEAR GAP SHAll BE PROVIDED BETWEEN CONCRETE COATING AND ANODE EDGE. CONCRETE COATING CAGE 1979 6.382- 10.295 295 49.58 EVERY 5 JOINTS 65
REINFORCEMENT SHALL NOT CONTACT THE MODE
13. ANOOE HALF SEGMENTS SHALL BE FILLET WELDED TOGETHER AT THE FOUR (4) WERT ENDS.
14. INSERT ASSEMBLY TO BE BLASTED TO SA 2.5 BEFORE CASTING. 1979 10.295- 10.795 450±38 78.9 ±3R EVERY 10 JOINTS 10
15. ALL DIMENSIONS ARE IN MILLWEIRES UNLESS OTHERWISE STATED.
16. WE Al NOT INCLUSIVE OF STEEL INSERTS.
NOM_ DO NOT ALTER THIS CAD DRAWING MANUALLY AM09G39041U1

I CAD FILE NAME:
I. ANODE DESIGN LIFE = 30 YEARS.
2. THE SPECIFIED ANON QUANTITIES INCUJOES MONONA. ANODES FOR DE PROTECTION OF THE RSERS, TITLE: DARAT GAS PROJECT
SPOOL NO SHORE APPROACH BUT DO NOT INCLUDE ANY SPARES.
3. MODE SUPPLER TO COWRY ANODE DESIGN AND ANODE LENGTH AFTER TNCNG INTO ACCOUNT STEEL INSERTS. X•:?9.11 PID1979 DN300 HHP/HP GAS PIPELINE FROM RSPS TO AMGP09
ANODE ID.. MINIMUM MASS NO INKINESS TO BE MAINTAINED.
4. ARRINGENENT AND DIMENSIONS SHOUT FOR FLAT BAR CORE AD RODS ARE NO MA_ ONLY.
1- BRUNEI
OFFSHORE CATHODIC PROTECTION SYSTEM
ANNIE WNUFACTURER SHALL PROVIDE DETAILS OF STEEL PERTS FOR 13SP APPROVAL 03 (E TSR- 30079829- 0010) IFC/IFA 08/16 JUMI SAA PUSB AILS Brunei Shell Petroleum
5. ANODE SUPPLER SHALL ENSURE THAT THE FIAT BAR GORE WHICH IS NITINlY EMBEDDED LOCATION SCALE: N.T.S (SIZE. Al
AM .09 .G.39.033NM PID 1979 OFFSHORE FIELD LAYOUT AD ----- Co. Sdn. Bhd.
N TIE AWMINIUM-NOUll ACTIVATED ANODE WILL NOT BE EXPOSED AT 111 END OF ANODE CESIGN LFE. 02 05/15 DZUL I ITJ AED DRAWING NO. REV.
Engineering Dept.. Seri0
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION HI No DATE DWN CHK SOURCE
DESIGN
BSP AMGP09 AM.09.G.39.041 U1 03
IMI MI Mee e•
■ 11 13 1$ le 1.11 It e • M CI (11-1111'
MI 1111 illalm. -
In, Sim •••••• - - - -
le NMI MG //4,-.1•10 - - - -
Arne WM . - .
-
LEGEND
RIMERS SEAMED FEMMES

49/506E
AM. 09.G. 39.044U

497750 IMPORTANT CONSTRUCTION NOTES:
- - "'WM OIL (OPERATIONAL SHUT-IN) SEABED CONTOUR
GAS (OPERATICIPMUSHUTAN) CHANNEL/SUPERFICIAL CHANNEL
LFP (REFERRED TO ONSHORE GRID): CHPS (OPERATIONAL SHUT-IN) DEPOSMON - DEBRIS FLOW
E 498045.909 , N 508006.309 MULTI PHASE 8 FLOWUNES CRATER WITH DEPTH
LFP (REFFERED TO OFFSHORE GRID): (OPERATIONAL I SHUT-IN)
LANDFALL RANT (LFP) (-) DISTURBED SEABED
E 498048.561 , N 508005.946 CHEMCAL (OPERATIONAL
COOROWATES REFERRED TO 212KKJIE SHUT-IN) CORAL
E 498045.909 ONSHORE TO OFFSHORE WATER MINOR DEBRIS
N 508006.309 COORDINATE CONVERSION: NON-COMMISSIONED • ISOLATED POCKMARK
KP. 3+362.17 (ENO OF ONSHORE SECTION) EASTING .+2.652m, NORTHING = NOT IN OPERATION I POCKMARK CLUSTER
MOTHBALLED / ABANDONED
-0363m HIGH SONAR REFLECTIVITY AREA
PROPOSED PIPELINE
488000 t 1) SONAR/HARD CONTACT
-G - -G. CABLE
THIS IS DUE TO DIFFERENT Q DEPOSITIONAL- ROCKFALL
COORDINATE CONVERSION FROM - PROPOSED CABLE
DISUSED CABLE • IRREGULAR SEABED
DRAWINGN
WGS84 FOR BSP ONSHORE 8

MILLS PIPE SUPPORT MATTRESS
OFFSHORE APPLICATIONS.
O CO
COVAILETED/ONGOING/SPUDDED HOLE Q
PROPOSED P101979 944300 HP GAS PIPELINE FROMRS'S TO AMGP09 OSED IWTOTN. DEPTH REACHED SEABED DEPRESSION
BEARING 347 29' 45'
.̀
0 IM••■
•••••.1.11 _ m+141. M.= lb 114/We•
-• ALL ONSHORE ELEVATIONS ARE PLUGGED AND ABANDONED DREDGE AREA - TRENCH
BEAM 347 29' 45' REFERRED TO MSL (MEAN SEA LEVEL) • SUSPENDED sy CORAL FINAGLE WITH
WHILE OFFSHORE ELEVATIONS ARE ▪ STATUS UNKNOWN HEIGHT ABOVE SEABED AND
LEAST WATERDEPTH
REFERRED TO CD (CHART DATUM . PLATFORM
WW1 DEBRIS WITH DIMENSIONS
LA11001.1 POINT (LFP) BRUNEI OPEN WATER). .(2 PLATFORM, VENT JACKET IN METRES (LANA
X
I 4 4*4 COORDNAES REFERRED TO fEESINBE(ED A PLATFORM, VENT JACKET HIGH REFLECTIVE
CHART DATUM (BRUNEI OPEN • CONDUCTOR SONAR CONTACT
60A981)348'36'27 tv E 408048.561
N 508005.946 WATER) = +1.13m MSL MUDLINE OUTLINE • LINEAR DEBRIS WITH
FP. 01-000 (START CF OFFSHORE SECTION) ORRTHURTDON8 LENGTH IN METRES
ONSHORE 8 OFFSHORE CONTRACTOR WRECK POCKMARK
4982P E
(INCL. COFFERDAM CONTRACTOR) TO MOORING PILLAR VIBROCORE
TAKE INTO CONSIDERATION THE ANCHOR PILE
PB1979 ---
C4-
E EC1CM
ONSH1 PID1979 OFFSHORE SECDON / GRAVITY CORE
VARIOUS VERTICAL 8 HORIZONTAL SALVAGED JACKET SITE GRAB SAMPLE
// REFERENCE DATUM. OBSTRUCTION (II or LxWx11) INTERPRETED / FINAL RIG
WEER TO MAWR PIPELINE ONSHORE ORMINOS FOR DETAILS.- _ MARKER BUOY W/0 LIGHT FOOTPRINT
NAV. MD BEACON W/UGHT • SOIL BORING
DUMPING GROUND AMMUNMON • SONAR CONTACT WATER
• POSSIBLE LOST ANCHOR COLUMN
AREA OF ARTIFICIAL REEF SEJSMK
WITH HEIGHT ABOVE SEABED 2D SEISMC UNE
ARTIFICIAL REEF SCRAP PIPE
(POSITION UNCERTAIN)
PLAN VIEW OF PIPELINE ROUTE • UNLIT PLATFORM
SCALE 1:3500
MAPPING PARAMETERS
PD1979 ONSHORE SECTION P6) 1979 OFFSHORE SECTION -
KP. 1+460 BASE GEOGRAPHIC CRS TIMBALAI 1948 [1592_4298]

KP. 0+073 10'.0+250 10'. 0+500 KP. 0+677 KP. 0+750 13P. 1+000 KP. 1+250
SPHEROID EVEREST 1830 (1967 DEFINITION)
SEMI MAJOR AXIS (A) 6377298.556
20.00 FLATTENING (1/F) 300.8017
20.00 I i
PROJECTED CRS TIMBALAI 1948ARSO BORNEO m [1592_29873]
PIPUWE SiALL BE BONED 2m (MN. FROM T.O.P.) BEIM SEABED AT THIS SECTION N PIPELINE SHALL BE BURIED 1m (MIN. FRC61 LOP.) BELOW SEABED AT THIS SECTION UNITS METRE / DEGREES
TRANSITKM SECTION
15.00 FROM MIMED TO 15.00 ORIGIN 115° EAST
r UNBURIED SECTION 4° NORTH
(SEE NOTE 8.)
10.00 - KP 0+188, VIBROOORE, - 10, 0+433, VIBROCORE, 10.00 VERTICAL DATUM
KB-10-01, 93m, 180' KB-BW-02, 124m, 181' IP 0+686, LIBROCORE,
(BRUNEI OPEN WA
I (m) REFERRED T
TO RIGHT OF PIPELINE TO RIGHT OF PIPEUNE KB-831-03, 159m, 181' WATERDEFM Is HAVE BEEN REDUCED TO
TO RIOIT OF PIPELINE
5.00
NATURAL GRAM UNE
7
KP 0+380, VIBROCORE, -
-. 0+442, NAAGATION A10
BEACON MTH LIGHT, 591m, - KP 0+689, NAMGATION AID
KP 1+632, FAIRWAY
BUOY, 400m, 180' TO
RIGHT CF PIPELINE
5.00
CHART DATUM BRUNEI OPEN WATERS (BOW).
CHART DATUM IS 1.13 METRES BELOW MEAN SEA LEVEL
BEACON VAIN LIGHT, 508m, ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
KB-BW-05, 554m, 180' 180' TO RIGHT OF PIPEIJNE - KP 0+950, VIBROCORE,
TO RIGHT OF PIPELINE 180' TO RIGHT CF MUNE K8-BW-04, 309m, 180' 0.00
0.00 KP 1+534, FAIRWAY
TO RIGHT OF PIPELINE BUOY, 309m, 180' TO
SEABED SPECIAL NOTE TO GPS USERS
RIGHT OF PIPELINE
-5.00 -5.00 TRIDALA11948
1i==. POSITIONS OBTAINED FROM GPS ARE NORMALLY (CHART)
REFERRED TO WGS134 DATUM. 1- 3SOng
1.NOFNI PONT I PROPOSED PIM 011300 HP GAS PIPELINE PROM RSPS TO MEMO _ SUCH POSITIONS SHOULD BE ADJUSTED 3 SECONDS
-10.00 KP 0+844,
OBSTRUCRON, 30m, 359'
-10.00
NORTHWARDS AND 11 SECONDS WESTWARDS TO
.117
WOE '84
2m MIN. & SHALL MATO1 ONSHORE PIPELINE BURIAL DEPTH 0 -1.83m CD T.O.P. TO LEFT OF PIPELINE (GPS)
(-0.70 MSL) ONSHORE & OFFSHORE INSTALLATION CONTRACTOR TO CONFIRM A VERIFY AGREE WITH THIS CHART.
-15.00 -15.00
r.1 ,...
1O LOMETER POST ‘?...
4- q
.. ONSET PAAP
P6)0979 ONSHCFE SEC1101 PD 1979 OFFSHORE SECTION

PIPELINE & SEABED LONGITUDINAL PROFILE
HORIZONTAL SCALE 1:3500 VERTICAL SCALE 1:350
3-PROPOSED F101979 DN300 HP GAS PROPOSED PID1979 DN300 HP GAS

1 PIPELINE FROM RSPS TO AMCP09 F1PEUNE FROM RSPS TO AMCP05
TRENCH 111DTH TO BE CONFIRMED BY INSTALLATION
CONTRACTOR DITH WRITTEN APPROVAL FROM BSP
SEABED
SEABED 1 N.. LI I
LOP. (TOP OF PIPE)
2 V_
BOTTOM OF PIPE
TRENCH (POST-TRENOING)
1
CROSS SECTION - EXPOSED SECTION OF PIPELINE CROSS SECTION - BURIED SECTION OF PIPELINE PHIS SECTION
SCALE N.T.S SCALE N.T.S
1 ALL DIMENSIONS AND COCRDINATES ARE IN METRES UNLESS NOTED OTHERISISE. ELEVATIONS ARE ALL REFERRED TO
CHART DATUM (BRUNEI OPEN WATERS) U.N.O.
DO NOT ALTER THIS CAD DRAWING MANUALLY 1CAD FILE NAME: AM09G39044U1
2 MINIMUM PIPELINE VERTICAL RADIUS IS 800m. TITLE: DARAT GAS PROJECT
3. CONTRACTOR SHALL PROPOSED SUITABLE TRENCHING ME11100/SEOUENCE/EOUIPMENT THAT WILL NOT OVERSTRESSED
THE PIPELINE DURING TRENCHING ACTPATY.
AIL0IG.39.038/001111-0071.11 PID1979 OFFSHORE AUGNMENT SHEETS (7 SHEETS) X•:?9.11 PID1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGP09
4. COFFERDAM DESIGN & DETAILS WILL BE PROVIDED BY COFFERDAM CONTRACTOR. BRUNEI
AM.09.0.39.03301 PI01979 OVERALL FIELD LAYOUT SHORE APPROACH DETAILS
5. 111E FIRST FM (5) JOINTS FROM LANDFALL POINT ARE ALL ANODE JOINTS.
6 ACTUAL LOCATION OF TRANSOM FROM BURIED TO UNBURIED TO BE PRONGED BY INSTALLATION CONTRACTOR BASED R.W1PL39.061/001111-01811 P101979 011300 HP GAS PIPEIJNE - ONSHORE AIJGNAIENT SHEETS 03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI SM PUSB Brunei Shell Petroleum
LOCATION SCALE: AS SHOWN ISIZE: Al
ON THE WNW/ BURIAL REOUIREMENT SPECIFED ABOVE & PIPELINE INSTALLATION METHOD. AZI Co. Sdn. Bhd.
R.W.PPL.39.060U1 PI01979 ONSHORE PIPEUNE FIELD LAYOUT 02 (ETSR No. 30075790 0010) AfDD 05/15 DZUL I4TJ AED DRAWING NO REV.
Engineering Dept., Sena
DESIGN AMGP09
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION BI No DATE DWN CHK BSP AM.09.G.39.044U1 03
11512 IFORMATION 101(

112 UT 61 16 II 1110 66-8.40
USN 1171/11481
Delp Seim
89 ROHR DIG
DNe 13Net SAMS
MATERIAL TAKE-OFF LIST
ITEM QTY. DESCRIPTION UNIT MESC NUMBER SAP MATERIAL NUMBER MATERIAL FOR
READ.
PID1979 RISER CLAMPS I 1 I 1 1 I I 1 I I 1 1 1 I I 1 1 1 1
1 1 SHT PLATE SLD MET 2400x1200 20mm P 1 C 7 1 8 1 4 1 31 31 11 41 4 1 8 1 9 11 01 01 0 1 2 I 5 1 8 1 1 I 2 I 6 FAB. YARD

2 3 SHT PLATE SLD MET 2400x1200 16mm P 1 C 7 1 8 1 4 1 31 3 1 11 4 1 4 1 2 1 9 1 1 0 1 0 1 0 1 2 1 1 8 1I 1 I 2 1 3 FAB. YARD
3 1 SHT PLATE SLD MET 2400x1200 12mm PC 1 7IIIIIIIii
81 4 3 3 1 4 3 8 9 1 1 0 1 0 1 011 2 1 51 8 1 11 2 1 0 FAB. YARD
4 1 SHT PLATE SLD MET 2400x1200 25mm P 11 71 81 41 31 3 1 11 41 61 41 9 11 01 011 01I 2 I 5 I 8 I 1I 2 1I 7 FAB. YARD
5 1 SHEET,NEOPRENE,BLACK, 1mx3mx12mm THK. P 11 I 1 I 1 1 1 1 1 I 1 01 01 11 1 01 3 1 4 1 11 0 FAB. YARD
6 22 STUD BOLT W/ NUT & WASHER,A193—B7M,UNC,M28,220mm P1 C II 11 1 I 1 1 I 1 0 1 0 11 1 3 1 3 8 1 5 1 5 FAB. YARD
7 3 STUD BOLT W/ NUT & WASHER,A193—B7M,UNC,M24,585mm PI C 1 I I I I I I I 1 01 0 11 11 3 1 3 8 1 5 4 FAB. YARD
8 3 STUD BOLT W/ NUT & WASHER,A193—B7M,UNC,M24,380mm PC 1 0 0 1 18 4 0 13 FAB. YARD
IIIIIII 1 1 1 1 1 1 1 1
9 3 STUD BOLT WI NUT & WASHER,A193—B7M,UNC,M30,220mm PI C 11 0 1 01 11 1, 8 1 3 1 8 1 5 6 FAB. YARD
I I I I I I I I
10 2 STUD BOLT WI NUT & WASHER,A193-97M,UNC,M39,190mm PI C I I I I I I I I
1
0 1 01
1 1 8 4 0 1 4 FAB. YARD
1 1 1
11 1 PIPE MET,API 5L—B,160, DN250 PC 1 0 1 0 01 0 6 9 2 1 5 3 FAB. YARD
IIIIIII I
12 1 935LG. X 3mm THK. PTFE SLEEVE (FOR DN300 RISER) P 1 C SUPPJEp EN ICOINITIRAcTOR I I I I I I I I FAB. YARD
I 1 1 I 1 I I I l I I I 1 l I 1
11 1 I 1 I I I I I I I I I I 1
11 I I 1 I I I 1 1 1 1 1 1 1 1
I I I I I I I 1 1 1 1 1 1 1 1 1
11 I 1 I 1 1 I 1 1 1 1 1 1 1 1
I I I I 1 1 1 1 I I I I I I I I I I
1 1 I 1 1 1 1 1 1 1 1 I 1 I 1 I
I I I I I I I I 1 I I 1 I 1 I I
I I I I I I 1 I I I 1 I I I
I I 1 I 1 I I I I I I I 1 1 I I 1
I I I I I I I I I I I I I 1
I I I I I I 1 I I I I I I 1
I I I 1 I I I I I I I 1 I I
I I 1 I I I I I 1 1 I I I
I I I I I I I I I I I I I
I I I I 1 I I I I I I I I I 1 I 1
I I I I I I I I I I I I I I 1 I 1
I I I I I I I I I I I I I I I 1 I
I I I I I I I I 1 I I I I I 1 I 1
I I I 1 I I 1 1 I I I
I I I I 1 I I I I I 1
I I I I I I 1 1 I 1 I 1 1 I 1
1 I I I I 1 I I 1 I I 1
I I I I I I I 1 I I 1 I I I I I 1
I I I 1 I I I I I I I I I I I
I I I I I I 1 I 1 I I I I l I
I I I I I I I I I I I I I I I I 1
I I I I I I 1 I I 1 I I I I I I I I
NOTE: 1 1 1 1 I I 1 1 I
1. THE ACTUAL REQUIRED QUANTITY OF SHEET PLATES TO BE VERIFIED BY FABRICATION
CONTRACTOR BASED ON THEIR PLATE CUTTING/NESTING PLAN. I I 1 I 1 I 1 I I
I , 1 i I I i I I I 1 I I I I I I i
Requisition For: This sketch to be read in
ETSR NO. 30079829-0010 con junction with Drg. No.
AMO9G39058
Title: REPLACEMENT OF WATER LINE TO RE*A
M.T.O. FOR DN300 RISER CLAMPS 01 AUG'16
AT AMGP09 REV. DATE
9.1J. CAD File No.: AM09G39058

BRUNEI
Brunei Shell Petroleum Co. Sdn. Bhd Engineering Dept., Serio
Drg No.
Date: Drawn: Checked: Al Cons'It D.E. Company D.E.
AUGUST 2016 JUMI SAA UN
' . ALS AM.09.G.39.058
Sheet No. 001 100 101 102
SECTION 1 Issue 3 3 3 3
Engineering drawings Sheet No.
Issue
Sheet No.
SECTION 2 Issue
Vendor's drawings Sheet No.
Issue
Issue 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Month/Year 06/15 08/16 08/16
Made by HHW JUMI JUMI X
Checked HTJ SAA SAA ".
Design source AED PUSB PUSB
Project Engineer AED/71 AED/62
Project Engineer: Andrew Mackellar Project Engineer: Andrew Mackellar Project Engineer: Kok Ping Soo
Project Engineer: Project Engineer:
(AEN/7) (AEN/7) (AEN/62)
Date: MAY' 15 Date: JUNE' 15 Date: AUGUST '16 Date: AS Date:
SIDR/ IFC/
AFDD AFC
TR Design Lead Engineer:Edgar Costongs Design Lead Engineer:Edgar Costongs IFA Design Lead Engineer: Andrew BUILT
Design Lead Engineer: Design Lead Engineer:
(AED/71) (AED/71) Mackellar (AEN/7)
Date: MAY' 15 Date: JUNE' 15 Date: AUGUST '16 Date: Date:
DISCIPLINE : PIPELINE DOCUMENT AND DRAWING SUMMARY (TO BE DISCARDED AFTER PROJECT AS-BUILT)
Location: Project Title: Issue: Sheet No: 001

Conceptual Design ETSR No. 30075790-0010 3
■ n
Cont'd On: 100
AMGP-09
Detailed Design ETSR No. 30079829-0010
DARAT GAS PROJECT
Mi=11 is Co. Sdn. Bhd.
Document No.
BRUNEI n g Dept., Seria

AM.09.G.30.082/001
As-Built ETSR No.
Brunei Shell Petroleum Co. Sdn Bhd.
CI) SIDR / TR AFDD IFC / IFA AFC As-Built
No. of Title / Description
Drawing No. Rev.
sheets Date Rev Date Rev Date Rev Date Rev Date Rev
3 AM.09.G.30.082/100 1 Document and Drawing Summary 05/15 06/15 08/16
.•.•.•.•.•
Oib: 06*:4* Field :
iiiiiii ':
2 M.09*.G.39.0344)1. Alipt*ti*fArkbi•03:•
PID 1979 PltfOtrt■ :.08/1B
PID: 1979: iti.S0r,:tier.0: klerPerg: :•.• W15. 08/16:::
,0:$0.401 kb: 1979. Riser .to.pipelinelle4p.. :051:15: 06/15:

.•.•...•.•.•.
. :•:•:•: : :
:KG:39.03701 PID i979:1?*e. 6 IScirpLitriC 06/16 08/46
3 AM.09.G.39.038/001U1 PID 1979 Offshore Alignment Sheet (Sheet 1 of 7) 01 06/15 02 08/16 03
3 AM.09.G.39.038/005U1 PM 1979 Offshore Alignment Sheet (Sheet 5 of 7) 01 06/15 02 08/16 03
3 AM.09.G.39.038/006U1 1 03 PID 1979 Offshore Alignment Sheet (Sheet 6 of 7) 05/15 01 06/15 02 08/16 03
3 AM.09.G.39.038/007U1 1 03 PID 1979 Offshore Alignment Sheet (Sheet 7 of 7) 05/15 01 06/15 02 08/16 03
DISCIPLINE: PIPELINE DOCUMENT AND DRAWING SUMMARY (TO BE DISCARDED AFTER PROJECT AS-BUILT)
Location: Remarks: Project Title: Issue: Sheet No: 100
3
Brunei Shell Petroleum Cont'd On: 101
1~9.11.! Co. Sdn. Bhd. Document No.
AMGP-09 IFC/IFA DARAT GAS PROJECT BRUNEI Engineering Dept., Seria
AM.09.G.30.082/100
0) SIDR / TR AFDD IFC / IFA AFC As-Built
V)
No. of Title / Description
Drawing No. Rev.
PID 1979 005h0r8:Plii81P80a0rip Details :•:•:05115-:•: az•* :

•:• :• :• :• :• : • :•
z M.09.0,88 8:: PID 1979:Offshiir

................. 93ating DetAls- /15:•:•
.04.6.39.04 [ .• 1:80.1979.0ffshoretathochc Protection. S 15:: 16. •
3 AM.09.G.39.044U1 1 03 PID 1979 Shore Approach Detail 05/15 01 06/15 02 08/16 03
.. •:
m4,09.pI3058/094
..•. . •••.
el : 17100t[it[E1 08/16.:
. .................. N
.....
• 4 ;0-.9,30,06/004tit,■
: (Sheet 1:of 2j:
-08/.16: • : • :
• '•:•:•:•:•:•:•
M•49.0,19.0B8/098N
•:• :.:• :• :
:•:•:•:•:
M;08,049.0 .....* .....................
:•:•:•:•:•:•:•[ [
. .•:•:•:•:•:•:•:• .•.•..••.•.•.•.•
•:-:•:•:. • •••••••:
2 :04 PID;1979Gutde:Claripat.EL' 1):7.425
2.:•• k4[08-0.89.0504000PM:::::
.•.•.• .•.•.•
• ?????
2• 01
• • • •••••••••
z . AM.09.0.39.059 tilt.1:••••••• ••••••
•:• :• :• :
•:• :• :• :• :• :• :• :• :• :• :• . .•:•:•:•:•:•:-:
PI0:19/9:51001810 .00r4n95OPP!"*.t00.0.9; (9!rt:
•••••••••••••••: • • • :• :• :••:::::: . . . .
...
..A1'4:08.G..89:069/603.N PID• 1979.PIpeGrieCrossing;5u,POOrt Detal l,4: ~stieet
:• 0.1• : • :00/10 ••••••

• •
2 AMASIG•39260/002NM PID 1979 Risef Scrierlaitc:EStielpf..4:•

3
Brunei Shell Petroleum Cont'd On: 102
AMGP-09 IFC/IFA DARAT GAS PROJECT

19 .I-! Co. Sdn. Bhd. Document No.
BRUNEI Engineering Dept., Seria
AM.09.G.30.082/101
SIDR / TR AFDD IFC / IFA AFC As-Built
In No. of Title / Description
Drawing No. Rev.
N.T.0: FOR PID1979 bpoo (00.tORE):HPC4501PLfiE•:•:•
. :
A•M;09-,G,30033
FROM:RSPS TO
FOR 014300.
Am,09,G.39.058 .• :• : •Ot•:• 16•:•:•
AT.Ar.4009.:•: : " ••
3
Brunei Shell Petroleum Cont'd On: ---
AMGP-09 IFC/IFA DARAT GAS PROJECT

Mi. :I. 9 .14 Co. Sdn. Bhd. Document No.
BRUNEI Engineering Dept., Seria
AM.09.G.30.082/102
LEGEND
0
?OFFLINE§ SENSED MATURE§
O 497750
-00000.00 .A1 (,),,ITATIONAL / SHUT-IN) .3LAL,1,
GAS (OPERATIONAL/SHUT-B) CHANNEL/SHEEP. 1...AL CHANNEL
co IMPORTANT CONSTRUCTION NOTES: CHPS (OPERATIONAUSHUT-IN) DEPOSMON- DE,PIS FLOW
MULTI PHASE 8 FLOWUNES
(OPERATIONAL / SHUT-IN)
to CRATER LNTH DEPTH
O LFP (REFERRED TO ONSHORE GRID):
CHEPAICAL (OPERATIONAL /
DISTURBED SEABED
E 498045.909 , N 508006.309 SHUT-IN) CORAL
a LFP (REFFERED TO OFFSHORE GRID):
r) E 498048.561 , N 508005.946
/ WATER O MINOR DEBRIS
NON-COMMISSIONED ISOLATED POCKMARK
NOT IN OPERATION I POCKMARK CLUSTER
ONSHORE TO OFFSHORE MOTHBALLED/ABANDONED
O COORDINATE CONVERSION: o • PROPOSED PIPELINE HIGH SONAR REFLECTIVITY AREA
~~~ ~~ 0:;0000
EASTINO • +2.652m, NORTHING • SONAR,HARD CONTACT
-0.363m C- - - - - PROPOSED CABLE DEPOSITIONAL- ROCKFALL
O
< THIS IS DUE TO DIFFERENT
DISUSED CABLE IRREGULAR SEABED
K#E112 PIPE SUPPORT MATTRESS
L.D COORDINATE CONVERSION FROM A COMPLETED/ONGOING/SPUDDED HOLE,
W011841 FOR SSP ONSHORE & PROPOSED R01979 01L300 OAS PIPELINE FROM RSPS 10 ALIGP09 CLOSED INTIOTAL DEPTH REACHED SEABED DEPRESSION
OFFSHORE APPLICATIONS. PLUGGED AND ABANDOr/H/: DREDGE AREA - TRENCH
BEARMG 347' 29' 45' SUSPENDED CORAL PIMMACLE WITH
ALL ONSHORE ELEVATIONS ARE STATUS UNKNOWN LEAST WAIERWIll HEIGHT ABOVE SEABED AND
PlInTFORit§ DEBRIS
IN METRESWITH(LxWoH)
DIMENSIONS
REFERRED TO IASL (MEAN SEA LEVEL)
PLATFORM, VENT JACKET
WHILE OFFSHORE ELEVATIONS ARE
REFERRED TO CD (CHART DATUM •
BRUNEI OPEN WATER).
CHART DATUM (BRUNEI OPEN

7 (P10.276) 0,425,-"ATER TO mum PLATFORM, VENT JACKET
CONDUCTOR
MUDLINE OUTIJNE
ONTRO.00OVN§
•
HIGH REFLECTIVE
SONAR CONTACT
LINEAR
LENGTHDEBRIS
IN METRES
WITH
WATER) • +1.13m MSL WRECK POCKMARK
MOORING PILLAR • VIBROCORE
ONSHORE & OFFSHORE CONTRACTOR ANCHOR PILEJACKET SITE ® GRAVITY CORI
(INCE COFFERDAM CONTRACTOR) TO SALVAGED • GRAB SAMPLE
TAKE INTO CONSIDERATION THE OBSTRUCTI ON (HW/0orIJLIGHT
(Wx11) Or INTERPRETED /FINAL
MARKER BUOY
SOIL BORING
VARIOUS VERTICAL & HORIZONTAL FOOTPRINT
REFERENCE DATUM. NAV. AID BEACON WAJGHT •
SONAR CONTACT WATER
z/ DUMPING GROUND AMMUNITION OD
COLUMN
st. POSSIBLE LOST ANCHOR
AREA OF ARTIFICIAL REEF0,14ED §E0.§NIC
WITH HEIGHT ABOVE nE. 0 0 2D SEISMIC UNE
PLAN VIEW OF PIPELINE ROUTE (POSMON AIN)
SCALE 1:3500 UNUT PLATFORM
MAPPING PARAMETERS
BASE GEOGRAPHIC CRS TIMBALAJ 1948 [1592_4298]
a
i
a isi 2CUK1
20.00 SEMI MAJOR AXIS (A) 6377298.556
i FLATTENING (1/F) 300.8017
15.00 o is:
of 15.00
PROJECTED CRS
UNITS
TIMBALAI 1948/RSO BORNEO m [1592_29873]
METRE/DEGREES
i
4
B0
K)
VIC
I
8
./1
ii x
0
ii
0.--1--31
I i 10.00
ORIGIN
VERTICAL DARN
115° EAST
4° NORTH
1i 5.00 rB 11 i
• 5.00 WATERDEPTHS HAVE BEEN REDUCED TO
. CHART DATUM BRUNEI OPEN WATERS (BOW).
61- CHART DATUM IS 1.13 METRES BELOW MEAN SEA LEVEL.
..-4 0.00 4 111 : 0•00 ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
a 1----
i -5.00 SPECIAL NOTE TO GPS USERS
P -5.00 T1MBALAI 1948
-PROPOSED PI01979 ON300 HP GAS POSITIONS OBTAINED FROM GPS ARE NORMALLY (CHART)
PFEUPIE FROM RIPS TO MAGMA -10.00
-10.00 REFERRED TO WGS '84 DATUM.
SUCH POSITIONS SHOULD BE ADJUSTED 3 SECONDS
(- 36099 lig
NORTHWARDS AND 11 SECONDS WESTWARDS TO WEIS 94

-15.00 , -15.00 AGREE WITH THIS CHART. (GPS)
8 QQ 4
PLOWER POST - ONSET FelAP
PIPELINE & SEABED LONGITUDINAL PROFILE

OP. 0+000 (LANDFALL PONT) I00. 1+550 (CCNTINUE TO NEXT SHEET)

KLOAETER POST KP. 0+073 OP. 0+250 KP. 0+500 PP. 0+677 KP. 0+750 OP. I+000 OP. 1+250 OP. 1,4460
MEM SIN A MATERIAL GRADE ON300 (0.D. = 323.9nan, W.T. = 12.7mm), ISO 3183 Gr. 1450 M0/00 PSI.2
UNEMPE CORROSICN CORING, 111100IESS NO DENSITY 4.0mm 3-LAYER POLYPROPYLENE (5PP), 900 kg/m'
UPEPIPE CONCRETE COATING 111100IESS NO DENSITY 60mm TIM., 3040 kg/m'
LIOGLIT M NR, IMMERGED NOW; S.G. (0/PTY PPE) 316.27 kg/m I 151.86 kg/m 1 1.92
NOSE ME, NETT MASS NO SPACING ALUIA10114-SNC INDIUM 1 78.9 kg I 3 JOINTS (SEE NOTE 2.) 1-0 0
MAMMA ALLOWABLE SPAN 28m 1 34m 1 22m 0
(NSTALLKILON/111DROESTAFERATON)
LAY CORMDOR 10m
BLIMAL RECUREMENT (TOP a' PPE BELOW SEABED) I I 2m MIN. I 1m MIN.
2m MN. A SHALL MATCH ONSHOREINSTALLATI
P1PEUNEONBURIN_ DEPTH 0TO-1.83re
CONFICORM T.O. TRANSITION SECTION FROM BURS THIS SECTION]
(-0.70 MA) ONSHORE & OFFSHORE CONTRACTOR
P.
& VEMFY PIPELINE DATA 0 -N_UNNIUM-ZINC INDIUM 178.9 kg I 8 JOINTS TO UNBURIED SECTION (SEE NOTE 3.)
1. ALL DIMENSIONS AND COORDINATES ARE IN METRES UNLESS NOTEDOTHERAISE DO NOT ALT ER THIS CAD DRAWING MANUALLY CAD FILE NAME: AM09G39038 001U1
2. DE FIRST ME (5) JOINTS FROM LANDFALL POINT ARE ALL ANODE JOINTS.
INSTALLATION CONTRACTOR BASED TITLE:
3. ACTUAL LOCATION OF TRMISIRON FROM BURIED TO UNBURIED TO BE CONFIRMED BY
MI THE MINIMUM BURIAL RECUIREMENT SPECIFIED NNW A PIPELINE INSTALLATION METHOD. DARAT GAS PROJECT
AM.09.G.39.044U1 PI01979 SHORE APPROACH DETAIL M7? 9 -P. PID1979 DN300 HP GAS PIPELINE FROM RSPS TO ANGP09
AM.09.G.39.033U1 PID1979 OVERALL FIELD LAYOUT BRUNEI OFFSHORE ALIGNMENT SHEET (SHT. 1 OF 7)
03 (ETSR No. 30079829-0010) IFC/IFA PUSS BruneiCo.Shell
Sdn.Petroleum AS
JUMI
R.w.PPL39.cc/colui-018U1 P51979 011300 HP GAS PIPELINE - ONSHORE ALIGNMENT SHEETS 08/16
Bhd. LOCATION SCALE: SHOWN I SIZE Al
R. W.PPL.39.060U1 PID1979 ONSHORE PIPELINE FIELD LAYOUT 02 ETSR No 30075790 00 05/15 DZUL HT.} AED AL DRAWING NO. REV.
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION BI No DATE
DESIGN BSP
DWN CHK SOURCE
Engineering Dept.. Serie
AMCP09 AM.09.G.39.038/001U1 03
USER IFINATKM BOX
01 02 113 IN US N U10
EMI Pk 311M04118
Snip Sows
PRJECT ENC.
We N•*
LEGEND
c'J POMMES SEAMS FEMMES
O _mem_ .gat _WIMP 05.(0■
?I1MONAL /SHUT-IN) SEABED CONTOUR
0 GAS (OPEHAI1ONAUSHUTAN) CHAMEUSUPERFICIAL CHANNEL
CHPS (OPERATIONMJSHUT-IN) DEPOSITION-DEBRIS FLOW
co MULTI PHASE & FLOWLINES
(OPERATIONAL / SHUT-1N) 0 CRATER WITH DEPTH
0 CHEMICAL (OPERATIONAL / DISTURBED SEABED
SHUT-IN) CORAL
Oi WATER O MINOR DEBRIS
NOT IN OPERATION / POCKMARK CLUSTER
cri MOTHBALLED/ABANDONED
HIGH SONAR REFLECTIMTY AREA
O PROPOSED PIPELINE
6 SONARMARD CONTACT
CABLE
PROPOSED CABLE • DEPOSMONAL- ROCKFALL
O
< DISUSED CABLE
WELLS
a IRREGULAR SEABED
c_D O COMETED/ONGOING/SPLIDOED HOLE

• PPE SUPPORT MATTRESS
SEABED DEPRESSION
CLOSED IWTOTN. DEPTH REACHED
PLUGGED AND ABANDONED c:::-5 DREDGE AREA-TRENCH
SUSPENDED CORAL PINNACLE MTh
STATUS UNKNOWN WIGHT ABOVE SEABED AND
(15 IS LEABT WATEREEPTH
PLATFORM DEBRIS WMI DIMENSIONS
02 PLATFORM , VENT JACKET X IN METRES OxPlxkl)
PLATFORM, VENT JACKET HIGH REFLECTIVE
0 440
AI
CONDUCTOR SONAR CONTACT
Di MUDUNE OUTLINE UNEAR DEBRIS WITH
B
la 0ESTRECTI0N5 LENGTH IN METRES
WRECK POCKMARK
ANCHOR PILE • GRAVITY CORE
SALVAGED JACKET SITE GRAB SAMPLE
OBSTRUCTION (H or 1-1cWxli) O, INTERPRETED / FINAL RIG
MARKER BUOY W/O LIGHT FOOTPRINT
NAV. MD BEACON WAJGHT • SOIL BORING
DUMPING GROUND AMMUNITION OD SONAR CONTACT WATER
.t. POSSIBLE LOST ANCHOR
COLUMN
gISNAD©
WITH HEIGHT ABOVE SEABED D 0 0 2D SEISMC UNE
(POSMON UNCERTAIN)
PLAN VIEW OF PIPELINE ROUTE
SCALE 1:3500 UNLIT PLATFORM
MAPPING PARAMETERS
SASE GEOGRAPHIC CRS TIMBALAI 1948 [1592_4298]
15.00 15.00 SEMI MAJOR MIS (A) 6377298.556
FLATTENING (1/F) 300.8017
Isi 11 PROJECTED CRS TIMBALAI 19481RSO BORNEO m [1592_29873]
10.00 i ii 10.00 UNITS METRE/DEGREES
ORIGIN 115° EAST
ELEVADON (m) REFERRED 1D CHART
I8 11 4° NORTH
DATUM (BRUNEIWEN WATERS)
5.00 5.00
VISTICN. DATUM
0.00 Bc. gII 0.00 WATERDEPTHS HAVE BEEN REDUCED TO
L
-5.00 SEAEED -,.

-5.00 ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
— -
-10.00 SPECIAL NOTE TO GPS USERS
-10.00 TIMBALAI 1948
POSOTIONS OBTAINED FROM GPS ARE NORMALLY (CHART)
REFERRED TO WGS '84 DATUM.
-15.00 -15.00
38049 al 8
"JORTHWARDS AND 11 SECONDS WESTWARDS TO W08 784-1-

-20.00 -20.00 AGREE WITH THIS CHART. (ORS)
8
KILDIEMR POST § § § §
1 +
; +
..., ONSET MAP
SEABED LONGITUDINAL PROFILE ALONG THE PIPELINE ROUTE

HORIZONTAL SCALE 1: 3500 VERTICAL SCALE 1:350
KP. 1+550 (REFER TO PRENOUS WET) 10,. 3+100 (CONTINUE TO NEST SHEET)
KILOMETER POST KP. 1+560 KP 1+800 KP. 2+050 KP. 2+300 KP. 2,4.550 KP. 2+800
UNEPPE SUE & MATERIAL OWE DN300 (0.D. = 323.9mm, W.T. = I2.7mrn), ISO 3183 Gr. L450 110/00 P5L2
LINEPPE CORROSION COMING, THICXNESS AND DENSITY 4.0mm 3POLYPROPYLENE

-LAYER (APP), 900 kg/m
ME111PE OCNORETE COATING THICKNESS NO DENSITY 60mm IRK.. 3040 kg/m
MIGHT PI AR. SUBMERGED WAIT, SG. (EMPTY PIPE) 316.27 kg/m 1 151.86 kg/m 1 1.92 0
ANODE TYPE. NETT MASS NO SPACING AWMMUM-ZINC INDIUM 1 MA kg 1 8 JOINTS

0
MAMMA ALLOWABLE SPAN 2&n 1 34m 1 22m
(NSTALLATION/NWROIESI/OPERMKN)
I THIS SECTION!
LAY ONIRIOCR 10m
BURIAL MCUREMENT (MP OP PPE BELOW SEABED)

TI TRANSTICN sEcnch FROM BURIED
NONE
TO UNBURIED SECTION (SEE NOM 2.) PIPELINE DATA

1. ALL DIMENSIONS AND COORDINATES ARE IN MEIRES UNLESS NOTED OTHERWISE. DO NOT ALT R THIS CAD DRAWING MANUALLY CAD FILE NAME: AM09G39038 002U1
TO BE CONFIFDAED BY INSTALLATION CCIIIRACTOR BASED
INUNBURIED
2. ACTUAL LOCATION OF TRANSOON FROM BURIED TO
ON THE NINIkIUNBURIAL REQUIREMENT SPECIFIED SHEET 1 de PPEUNE NSTALLATICN NEMO. TITLE: DARAT GAS PROJECT
PID1979 DN300 HP GAS PIPEUNE FROM RSPS TO AMGP09
Ir BRUNEI OFFSHORE AUGNMENT SHEET (SHT. 2 OF 7)
03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI SAA PUSS Brunei Shell Petroleum AS SHOWN I SIZE: Al
LOCATION SCALE:
A7I Co. Sdn. Bhd.
AM.09.G.39.033U1 PID1979 OVERALL FIELD LAYOUT 02 (E7R No 30075790 0010) woo 05/15 DZUL HTJ AED DRAWING NO. REV.
Engineering Dept., Serie
DESIGN AMGP09
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION 81 No DATE DWN CHK SOURCE BSP AM.09.G.39.038/002U1 03
USER MFORMAIISI BOX
IN ID UI 04 OS ON us Le U10
Efl 88 3117110-Me
Oaip Sam
SSP MEDI OIG
Die hod Y4/1I4
N) PIPELINES SEABED FFATURES
0 -04't OIL (OPERATIONAL / SHUT-IN) SEABED CONTOUR
O GAS (OPERATTONAUSHUT-IN) CHANNEUSUPERFICIAL CHANNEL
CHPS (OPERATIONAL/SHUT-IN) DEPOSITION - DEBRIS FLOW
00 MULTI PHASE & FLOWUNES
O CRATER WITH DEPTH
PO (OPERATIONAL / SHUT4N)
O CHEMCAL (OPERATIONAL / CO DISTURBED SEABED
cr; SHUT-IN)
WATER
CORAL
MNOR DEBRIS
(1)
d NOT IN OPERATION / POCKMARK CLUSTER
MOTHBALLED/ABANDONED
O a—a 'C
P
PROPOSED PIPELINE
CABLE cO
NON SONAR RERECTMIY AREA
SONARHARD CONTACT
G- - - — -6- — PROPOSED CABLE CO DEPOSITIONAL- ROCKFALL
2< DISUSED CABLE
WELL%
a IRREGULAR SEABED
PPE SUPPORT MATTRESS
O COAPLEMD/ONGOING/SPUDDED HOLE
T
CLOSED IWTOTAL DEPTH REACHED SEABED DEPRESSION
• PLUGGED AND ABANDONED DREDGE AREA - TRENCH
ED SUSPENDED CORAL PINNACLE WITH
STATUS UNKNOWN HEIGHT ABOVE SEABED AND
138 LEMTWATSCEPTH
<2'
PLA4FORM
PLATFORM, VENT JACKET
WWI
X
DEBRIS WM DIMENSIONS
IN METRES (LAW)
0•A PLATFORM , VENT JACKET Mai RERECTNE
0 CONDUCTOR SONAR CONTACT
Al
MUDUNE OUTLINE UNEAR DEBRIS WITH
CASTRUC110142 LENGTH IN METRES
WRECK POCKMARK
MOORING PILLAR 12:1 VIBRCCORE
ANCHOR PILE CELI GRAVITY CORE
OBSTRUCTION (H or litWxH) INTERPRETED I FINAL RIG
NAV. AID BEACON MIGHT SOIL BORING
DUMPING GROUND AMMUNMON (8) SONAR CONTACT WATER
POSSIBLE LOST ANCHOR COLUMN
St
AREA OF ARTIFICIAL REEF EONEC
WITH HEIGHT ABOVE SEABED a 0 0 20 SEISMIC LINE
(POSRTON UNCERTAIN)
PLAN VIEW OF PIPELINE ROUTE UNLIT PLATFORM
SCALE 1:3500
MAPPING PARAMETERS
BASE GEOGRAPHIC CRS TIMBALAI 1948 [1592_4298]

10.00 SEMI MAJOR AXIS (A) 6377298.556
10.00
PROJECTED CRS TIMBALAI 1948/RSO BORNEO m 0592_29873)
5.00 5.00 UNITS METRE/DEGREES
ORIGIN 115° EAST
II 0.00 0.00
4° NORTH
VEMICIL MINN
1 —51K1 —5.00 WATERDEPTHS HAVE BEEN REDUCED TO
CHART DATUM IS 1.13 METRES BELOW MEAN SEA LEVEL.
21 —10.00
.
—10.00 ELEVATIONS IN METRES MOVE MEAN SEA LEVEL.
PO
13 —15.00 —15.00
SPECIAL NOTE TO GPS USERS
POSITIONS OBTAINED FROM GPS ARE NORMALLY TIMBALAI 1948

(CHART)
—20.00 REFERRED TO WGS '84 DATUM. ?
—20.00
SUCH POSMONS SHOULD BE ADJUSTED 3 SECONDS 2
-4ORTHWARDS AND 11 SECONDS WESTWARDS TO WGS
—25.00 AGREE WITH THIS CHART. (GPS)
—25.00
KILOMETER POST + 1
§
1
8 R
ONSET P41AP

KP. 3+100 (REFER TO PREMOUS SHEET) KP. 4+650 (CONTINUE TO NUT SNEED
ICIUMETER POST OP. 3+350 OP. 3+600 KP. 3+850 KP. 1

+100 OP. 4+350
UNEPPE SZE a MATERML GRACE ON300 (0.1). = 323.9mm, W.T. = 12.7mm), ISO 3183 Gr. L450 1.10/00 PS1.2
UNEMPE CCRROSION CONING THICRNESS MI) DENSITY 4.0mm 3POLYPROPYLENE

—LAYER (APP), 900 kg/m
UNEPPE CCNCREIE COATING THORIESS MO 00491Y 60mm THK., 3040 kg/m
11001T IN M4, SUBMERGED NOWT, S.G. (EMPTY PPE) 316.27 kg/m 1 151.86 kg/m 1 1.92 0
MORE TIPS, NETT MASS AND SPACING ALUMMUN- ZINC INDIUM I 78.9 kg I 8 JONTS I THIS SECTION
MAMMY ALLOWABLE SPAN 28m 134m 122m
0
ONSTALLATICOMHIVROWSTAPERMIGB
LAY CORMDCR 10m
BURIN. RECUROADIT (TCP CP PIPE BELOW SEABED) NONE
PIPELINE DATA
1. ALL DIMENSIONS AND COCRIANAIES ARE IN METRES UNLESS NOTED OTHERWISE. DO NOT ALT ER THIS CAD DRAWING MANUALLY CAD FILE NAME: AM09G39038 003U1
TITLE: DARAT GAS PROJECT
MN7? 9 .1". PID1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGP09
BRUNEI OFFSHORE ALIGNMENT SHEET (SHT. 3 OF 7)
03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI PUSS Brunei Shell Petroleum SCALE: AS SHOWN ISIZE Al
AM.09.G.39.033U1 PID1979 OVERALL FIELD LAYOUT 02 R No 30075700 0010) AFDC) 05/15 DZUL HTJ AEC) AZI Co. Sdn. Bhd. LOCATION
DRAWING NO. REV.
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION 81 No DATE DWN CHK
DESIGN
SOURCE
BSP AMGP09 AM.09.G.39.038/003U1 03
USER IfORLAIDI BOS
UI ID LLI 54 B IN U7 IN U10
31111121416
Nip Sync
IMF FN3Itt Lai ~dNr
Dde Ismied 3/VAR
RIPELIKIEG SEARED FEATURES
0 49650, E —
OIL (O(OPERATI / SHUT-IN)
PERATIOONALNAUSHUT4N) SEABED CONTOUR
0 4=750 -I"±"1 -
GAS CHANNEUSUPERFICIAL CHINNEL
GO
— CHPS (OPERATI
MULTI PHASE & O NAUSHUT-I
FLOWLI N ES N) DEPOSITION - DEBRIS FLOW
M (OPERATI ONAL / SHUT-IONAL/
N) 0 CRATER WITH DEPTH
0 CHEMCAL (OPERATI DISTURBED WABED
(7) ;L. SHUT-N)

WATER
CORAL
MNOR DEBRIS
NCR-COMMISSIONED ISOLATED POCKMARK
cf0
NOIR OPERATION / POCKMARK CLUSTER
cr; MOTHBALLED/ABANDONED
P PROPOSED PIPELINE
CABLE
HIGH SONAR RERECTNITY AREA
SONARMARD CONTACT
C- - - — — PROPOSED CABLE DEPOSITIONAL- ROCKFALL
2< a - a DISUSED CABLE
MILS
a RREGULAR SEABED
• PPE SUPPORT MATTRESS
C-) 0 CONPLETEDONGOING/SPUDDED HOLE
z
IM.HWHIFIM40 M-MWHIMM•M
PROPOSED PID1979 09300 GAS AIME FROM WS 70 MGM IM.1.11111•M•01.1iliMi•IM-M-M-M-Ir•11.01,1MM
▪
CLOSED IWTOTAL DEPTH READIED
AND
SEABED DEPRESSION
DREDGE AREA- TRENCH
tY BEARING 347' 29. 45' es■
PLUGGED
SUSPENDED
ABANDONED
CORAL PINNACLE WITH
AND
• STATUS UNKNOWN
313 HBGHT ABOVE SEABED
LEAST WATERDEPTH
O
PLATFORXR
PLATFORM. VENT JACKET 0000.X 11 DEBRIS WITH DIMENSIONS
A PLATFORM, VENT JACKET <YO•
IN METRES (LxWx14)
HIGH REFLECTIVE
O CONDUCTOR SONAR CONTACT
M MUDLINE OUTLINE LINEAR DEBRIS WITH
*
OMTRUMON LENGTH IN METRES
WRECK POCKMARK
ANCHOR PILE
SALVAGED JACKET SITE
® GRAVITSAMPLE
GRAB Y CORM:
OBSTRUCTION (H ar LzWttH)
MARKER BUOY W/O 1.]G IT Or IFOOTPRINT
NTERPRETED / FINAL RIG
NAV. MD BEACON W/LIGHT • SOIL BORING
SONAR CONTACT WATER
z DUMPING GROUND AMMUNITION GB
COLUMN
POSSI BLE LOST ANCHOR
AREA OF ARTIFICIAL REEF I/O
WITH HEIGHT ABOVE SEABED 0 -0 20 SEIRAC UNE
ARTIFICIAL REEF
(POSITION UNCERTAIN)
SCRAP PIPE
PLAN VIEW OF PIPELINE ROUTE p
SCALE 1:3500 UNLIT PLATFORM
MAPPING PARAMETERS
BASE GEOGRAPHIC CRS TIMBALAI 1948 [I592_4298]
10.00 10.00 SEMI MAJOR AXIS (A) 6377298.556
PROJECTED CRS TIMBALAI 19488:60 BORNEO m [1592_29873]
ORIGIN 115* EAST
i1 0.00 0.00 V NORTH
VERTICAL DARN
i -5.00 -5.00 WATERDEPTHS HAVE BEEN REDUCED TO
1
.-s--1 V SEABED
-10.00 -10.00 ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
Pc 1 SPECIAL NOTE TO GPS USERS

5° -15.00 -15.00 TRABALAI 1948
JSOTIONS OBTAINED FROM GPS ARE NORMALLY (CHART)
-20.00 -20.00 )=TERFLED TO WGS 134 DATUM.

POSITIONS SHOULD BE ADJUSTED 3 SECONDS
(- MAD
8
IRTHWARDS AND 11 SECONDS WESTWARDS TO WGS
-251 -25.00 .REE WITH THIS CHART. (GPS)
IGLOMETER POST §4 §4 S § §+ §+ §
i [imaEr Mal?

HORIZONTAL SCALE 1: 3500 VERTICAL SCALE 1:350
OP. 4+650 (REFER TO PRENOUS SHEET) OP. 6+200 (CONINUE TO NEXT SHEET)
KILOMETER POST KP. 4+900 KP 5+150 OP. 5+400 KP. 5+650 OP. 5+900
LINEPPE SIR & MATERNA GRADE ON300 (0.0. = 323.9mm, W.T. = I2.7mm), ISO 3183 Cr.L450 A10/00 PSI.2
MEM CORROSION COMING, THIOCIESS NO DENSITY 4.0mm 3-LAYER POLYPROPYLENE (APP), 900 kg/m
UPEPPE CONCRETE COMING THICIOIESS AND 13EN9TC 60mm INK., 3040 kg/m THIS SECTIONI-
NOCHT IN AIR SUBIERGED *GM, SG. (FIIPTY PEE) 316.27 kg/m 1 151.86 kg/m 1 1.92
NIU TYPE NETT MASS AND SPACING ALUMINIUM ZINC NUM 1 78.9 kg 18 JOINTS
MAMMON ALLOWABLE SPAN
(INSTPLLATIONMOROIESTAPERA100
2877 1 34m 1 22m
LAY caTraoce 10m
BURK RECURRENT (TIP OP PPE BEM SEABED) NONE

PIPELINE DATA
1. ALL DIMENSIONS AM) COORDINAIES ARE IN METRES UNLESS NOTED OTHERMSE. DO NOT ALTER THIS CAD DRAWING MANUALLY CAD FILE NAME: AM09G39038 004U1
BRUNEI
BRUNEI (5) PID1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGP09
OFFSHORE ALIGNMENT SHEET (SHT. 4 OF 7)
03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI SAA PUSS BruneiCo.Shell
Sdn.Petroleum
Bhd. LOCATION SCALE: AS SHOWN I SIZE. Al
AM.09.G.39.033U1 PID1979 OVERALL FIELD LAYOUT 02 05/15 DZUL NTJ AED AZI
DRAWING NO. REV.
Engineering Dept. Serie
DESIGN
CHK SOURCE BSP AMGP09 AM.09.G.39.038/004U1 03
USER INFORMATICI4 BOX
DLI Ike
UI
IMM641M
IO us U/ us UM 117 UB is 1110 (Ni-961)
Nip &MC
OSP ME, IX
Ode boot 3/4214
LEGEND
In SEABED FEATURES
O 496250
1. (OPERATIONAL I SHUT-IN)
-M..- MI. -..... 719-11 SEABED CONTOUR
0 GAS (OPFRATIONAL/SHUT-IN) CHANNEL/SUPERFICIAL CHANNEL
CHPS (OKRA I IONAIL/SHITI-IN) DEPOSMON - DEBRIS FLOW
co MULTI PHASE A: oWLINES CRATER WITH DEPTH
(OPERATIONAL / :SHUT-IN)
O CHEMICAL (OPERATIONAL/
DISTURBED SEABED
CORAL
QT
WATER O MINOR DEBRIS
NON-COMISSIONED ISOLATED POCKMARK
ci NJ ... ■ NOT N OPERATION / POCKMARK CLUSTER
MOTHBALLED/ ABANDONED
HIGH SONAR REFLECTIVITY AREA
O w P PROPOSED PIPELINE
,0000
8 SONARMARD CONTACT
is
, a-a -a CABLE
C- - - - -a- - PROPOSED CABLE DEPOSMONAL- ROCKFALI
O
< I La
DISUSED CABLE
WE LLS
RREGULAR SEABED
= PIPE SUPPORT MATTRESS
o COMPLETED/ONGOING/SKIDOO HOLE
2 ........1. PROPOSED PO1979 d1300HP GAS wax FROM RSPS TO MAMA F CLOSED IWTOTAL DEPTH REACHED SEABED DEPRESSION
Z
El'• 0
Lc
y;' ii•M•■
•■
••■
•■
• 4M-M m...= = ,m-.. m-., i., ,......-..« ....=-......-...«1 a DREDGE AREA - TRENCH
+ PLUGGED AND ABANDONED
7
7 LI
13ENANG 347' 29' 45' . SUSPENDED CORAL PINNACLE WITH
m STATUS UNKNOWN HEIGHT ABOVE SEABED AND
LEAST WATERDEPTH
PLATFORMS DEBR
MEIS WITH DIMENSIONS
'0 PLATFORM, VENT JACKET IN METRES (LxWxH)
0 ,A HIGH REFLECTIVE
2-; O PCLOANTRMA
DUCTORVENTjACKET SONAR CONTACT
V MUDLINEOUllINE 25 LINEAR DEBRIS WITH
re' wt
OBSTRUCITLORS LENGTH IN METRES
WRECK POCKMARK
C., I MOORING PILLAR • VIBROCORE
I ANCHOR PILE 1:3) GRAVITY CORE
SALVAGED JACKET SITE • GRAB SAMPLE
OBSTRUCTION (H or lieNzli) INTERPRETED/FINAL RIG
i MARKER BUOY W/O LIGHT FOOTPRINT
NAV. MD BEACON NOUGHT ▪ SOIL BORING
4_97000 t
z/ z ii. DUMPING GROUND AMMUNMON
POSSIBLE LOST ANCHOR
QD SONAR CONTACT WATER
COLUMN
yl AREA OF ARTIFICIAL REEF SErAUC
g WITH HEIGHT ABOVE SEABED 0 2D SEISMIC UNE
PLAN VIEW OF PIPELINE ROUTE • POSITION UNCERTAIN)
UNLIT PLATFORM
SCALE 1:3500 O
MAPPING PARAMETERS
10.00 SEMI MAJOR AXIS (A) 63772913.556
10.00
PROJECTED CRS TIMBALAI 1948/RSO BORNEO m [1592_29873]
ORIGIN 115° EAST
iI
g0
0.00 0.00
4° NORTH
VERMAL DATUM
i -5.00 -5.00 WATERDEPTHS HAVE BEEN REDUCED TO
:il
=SEABED -10.00 ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
-10.00
1g -
-15.00
ia -15.00
TIMBALAI 1948
POSITIONS OBTAINED FROM GPO ARE NORMALLY (CHART)
-20.00 REFERRED TO WGS '84 DATUM. (-350m)
-20.00
NORTHWARDS AND 11 SECONDS WESTWARDS TO WOO '54
-25.00 -25.00 AGREE WITH THIS CHART. (GPS)
..?„ ,... §
8 .?.- O.
KILMER POST E +
1 MET IMP

OP. 6+200 (REFER TO PRENOUS SHEET) KP. 7+750 (CONTINUE TO NEXT SHEET)
ITEM ER POST OP. 6+382 OP. 6+450 IP. 6+700 KP. 6+950 KP. 7+200 OP. 7+450
• THIS SECTION
UNEPPE SZE At MATERIAL GRADE DN300 (0.0. = 323.9mm, W.T. = 12.7mm), ISO 3183 Cr. 1450 MOM PS.2 ME NOTE 2.)
IMIAMI
:0
UNEPFE CORROSION COATING, 11400IES5 Alll DENSITY 4.0mm 3-LASER POLYETHYLENE (3LPE), 950 kg/m (SEE NOTE 2.)
0
UNEPIPE CONCRETE COATING THICIOIESS AND OENSTY 60mm THO., 3040 kg/m' 60mm THK., 3040 kg/m'(SEE NOTE 2.)
%EIGHT IN MR. SUI3MERGED MIGHT, SG (EMPTY PIPE) 316.35 kg/m 1 152.01 kg/m 1 1.92 0
ANCOE TYPE, NETT MASS AND SPACIN ALUMINIUM-MC KAUAI 1 49.58 kg 1 5 JOINTS (SEE NOTE 2.)
O
0 0
MAMMA ALLOWABLE SPAN 28m 1 34m 1 22m
(NSTPLLATION/NIEROTEST/CPERATICH)
LAY =ODOR
BURIAL REQUIREMENT (TOP CP PPE BEIM SEABED)
10m
NONE
0 -316.27 kg/m 1 151.86 kg/m 1.92 0 -AWMINIUM-ZINC MOM 1 78.9 kg 1 8 JOINTS

11
O
-06300 (0.0. = 323.9mm, W.T. = 12.7mm), ISO 3183 Cr. L450 MO/00 PSL2 Cj -4.0mm 3-LAYER POLYPROPYLENE (3LPP), 900 kg/m'
PIPELINE DATA
1. ALL DIMENSIONS NO COORDINATES ARE IN METRES UNLESS NOTED OTHERVASE DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39038 005U1
2. THE UNEPIPE & ANCCE JOINTS TO 8E USED IN BETWEEN OP. 6+382 TO OP. 10+295 IS FROM PRP4 PROJECT SURPLUS.
PID1979 DN300 HP GAS PIPEUNE FROM RSPS TO AMGP09
BRUNEI
OFFSHORE AUGNMENT SHEET (SIT. 5 OF 7)
03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI SM PUSB Brunei Shell Petroleum Al
LOCATION SCALE: AS SHOWN I SIZE
AZI Co. Sdn. Bhd.
AM.09.G.39.033U1 PID1979 OVERALL FIELD LAYOUT 02 ETSR No 30075790 0010) AFDD 05/15 DZUL HTJ AED
DRAWING NO. REV.
Engineering Dept., Seria
DESIGN AMGP09
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION BI No DATE DWN CH K SOURCE BSP AM.09.G.39.038/005U1 03
USER INFORMATION BOX

UT UT IN IN 07 II 119 o (AS-11110
OR I 11011714114
Dwigi Sects
RI010 DO.
Ode heat 3/4/M4
LEGEND
FIFELMES SEARED FEATURES
0 495750
•••11- -NPR - OIL (OPEPATIONAL / SHUT-IN) SEABED CONTOUR
0 GAS (OPERATIONAUSHUT-IN) CHANNEUSUPERFICAAL CHANNEL
CHPS (OPERATIONAUSHUT-IN) DEPOSITION - DEBRIS FLOW
00 MULTI PHASE di FLOWUNES CRATER WITH DEPTH
fA
T+7 (OPERATIONAL I SHUT-IN)
DISTURBED SEABED
CHEMICAL (OPERATIONAL /
CORAL
a; SHUT-IN)
WATER MINOR DEBRIS
d NOT IN OPERATION I POCKMARK CLUSTER
MOTHBALLED/ABANDONED
CTJ HIGH SONAR REFLECTIVITY AREA
Ie • PROPOSED PIPELINE
0 SONAR/HARD CONTACT
C- - - - -C- - PROPOSED CABLE DEPOSITIONAL- ROCKFALL
IRREGULAR SEABED
2 < DISUSED CABLE
MFELLI PIPE SUPPORT MATTRESS
CD 0 COMPLEIEDIONGONG/SPUDDED HOLE
CLOSED 1WTOTAL DEPTH man SEABED DEPRESSION
PROPOSED P101979. 1114300 to,GAS PPEUNE FROM RSPS TO AMGP09
M.1.1104M.MWMM PLUGGED AND ABANDONED DREDGE AREA-TRENCH
CC
CC BEANE 347 29' ED SUSPENDED CORAL PINNACLE WITH
STATUS UNKNOWN HEIGHT ABOVE SEABED AND
CP-01 CD LEAST WAlERIEPTH
PLATIFORICO DEBRIS WITH DIMENSIONS
qE-31/
IP. 9+310.48
PLATFORM, VENT JACKET 14 METRES (LANKH)
E 498032.731 I=1. PLATFORM, VENT JACKET HIGH REFLECTIVE
N 517095.556 0 CONDUCTOR SONAR CONTACT
MUDUNE OUTLINE SI LINEAR DEBRIS WITH
mn OBSTRMCCTOoOHS LENGTH IN METRES
WRECK POCKMARK
MOORING PILLAR VERCCORE
ANCHOR PILE (22 GRAVITY CORE
OBSTRUCTION (H or LxWxlii) INTERPRETED / FINAL RIG
MARKER BUOY W/O LIGHT Or. FOOTPRINT
NAV. AID BEACON NOUGHT SOIL BORING
/ DUMPING GROUND AINAUNMON SONAR CONTACT WATER
POSSIBLE LOST ANCHOR COLLIN,'
xF WITH HEIGHT ABOVE SEABED a 0 0 2D SEJSWIC LINE
0
PLAN VIEW OF PIPELINE ROUTE (POSITION UNCERTAIN)
UNLIT PLATFORM
SCALE 1:3500
MAPPING PARAMETERS
10.00 SEMI MAJOR AXIS (A) 6377298.556
10.00
PROJECTED CRS TIMBALAI 1948IRSO BORNEO m [1592_29873]
ORIGIN 11V EAST
4° NORTH
ki0.00 0.00
R0 VERTICAL DATUM
1 -5.00 -5.00
WATERDEPTHS HAVE BEEN REDUCED TO
CHART DATUM IS 1.13 METRES BELOW MEAN SEA LEVEL.
al -10.00 -10.00
ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
1A 'SEABED
-15.00 -15.00
TIMBALAI 1948
POSITIONS OBTAINED FROM GPS ARE NORMALLY (CHART)
-20.00 REFERRED TO WGS 714 DATUM.

-20.00
SUCH POSITIONS SHOULD BE ADJUSTED 3 SECONDS 18
NORTHWARDS AND 11 SECONDS WESTWARDS TO WGS114
-25.00 AGREE WITH THIS CHART. (GPS)
-25.00
IOLOMETER POST 0. + .
it to rl
'irt ri
-iit gt
ONSET IttAP

OP. 7+750 (REFER TO PREHOUS SHEET) N. 9+300 (CONTINUE TO NEXT SHEET)
PIONEER POST IP. 8+000 KP. 8+250 KP. 8+500 OP. 8+750 OP. 9+200
UNEPPE SIZE & MATERIAL GRADE DN300 (CO. = 3219mm, W.T. = 12.7mm), ISO 3183 Gr. L450 U0/00 PSL2 (SEE NOTE 2.)
UNEPPE CCOP09014 COATING, THICKNESS NO DENSITY 4.0mm 3-LAYER POLYETHYLENE (31PE), 950 kg/m (SEE NOTE 2.)
NEM CONCRETE COATING DRONES NO DENSITY 60mm 11414., 3040 kg/m (SEE NOTE 2.)
NIGHT W4 Kt, SUBMERGED NIGHT, S.G. (OPTY PPE) 316.35 kg/m 1 152.01 kg/m 1 1.92
N4COE PPE, NETT MASS NO SPACING AL UM-BNC INDIUM 1 49.58 kg 1 5 JOINTS (SEE NOTE 2.)
MAXIMUM ALLOWABLE SPAR 28m 1 34TH 1 22m

(INSTALLADCM/HIEROEST/OFERAICM)
LAY CORRIDOR tOrn
BURIAL REQUIREMENT (TOP CP PIPE BELOW SEABED) NONE
PIPELINE DATA
1. ALL DIMENSIONS AND COORDMATES ARE IN METRES UNLESS NOTED OTHERMSE DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39038 006U1
2. THE UNEPIPE A ANODE JOINTS TO BE USED NI BREEN OP. 6+382 TO OP. 10+295 IS IRCOI PRP4 PROJECT SURPLUS.
9 J-! PID1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGP09
D1-( BRUNEI
OFFSHORE AUGNMENT SHEET (SHT. 6 OF 7)
03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI SM PUSS Brunei Shell Petroleum SCALE: AS SHOWN I SIZE: Al
LOCATION
AZI Co. Sdn. Bhd.
AM.09.G.39.033U1 PI01979 OVERALL FIELD LAYOUT 02 30075790 0010) AIDD 05/15 DZUL HTJ AED DRAWING NO. REV.
Engineering Dept., Serie
DESIGN
CHK SOURCE BSP AMCP09 AM.09.G.39.038/006U1 03
USER 11FORMA1CN BOX
ID W 1/7 L. ND Kul)
TOR 311111.41M
Ow* Rave
SIP PRO,ECT ENG.
Die h•iet 3/4/91,8
PrEIUMES SEABED FFATUFIES
O -NM- 011 (OPERATIONAL / SHUT-IN) SEABED CONTOUR
O GAS (OPERATIONAUSHUT4N) CHANNEL/SUPERFICIAL CHANNEL
CHPS (OPERATIONAL/SHUT-IN) DEPOSITION - DEBRIS FLOW
co MEE PHASE & FLOWIJNES CRATER WITH DEPTH
to (OPERATIONAL /SHUT-IN)
O CHEMICAL (OPERATIONAL /
DISTURBED SEABED
SHUT-IN) CORAL
a
WATER
Pr) MINOR DEBRIS
C NOT */ OPERATION/ POCKMARK CLUSTER
MOTHBALLED /ABANDONED
HIGH SONAR REFLECTIVITY AREA
O PROPOSED PIPELINE
SONARA-IARD CONTACT
CABLE
tA,0
- PROPOSED CABLE DEPOSITIONAL- ROCKFALL
O
< DISUSED CABLE
WELLS
IRREGULAR SEABED
PIPE SUPPORT MATTRESS
CD COMIEED/OHGOWSPUDOED HOLE
CLOMBEMMLLDEPNIEAMM SEABED DEPRESSION
PLUGGED AND ABANDONED DREDGE AREA - TRENCH
SUSPENDED CORAL PINNACLE WITH
(E STATUS UNKNOWN HEIGHT ABOVE SEABED AND
LEAST W01E00E01)1
PUNFORICV DEBRIS WITH DIMENSIONS
PLATFORM, VENT JACKIE I IN METRES (LE1Mdi)
PLATFORM, VENT JACKET HIGH REFLECTIVE
CONDUCTOR SONAR coNTA7
MUDLINEOUTUIE
ONTIRUCTIOHO Lf,NiCsr,
WRECK POCKMARK
MOORING PILLAR VIBROCORE
ANCHOR PILE • GRAVITY CORE
OBSTRUCTION (H ar LEWEH) INTERPRETED I FINAL RIG
NAV. AID BEACON W/UGHT • SOIL BORING
DUMPING GROUND AMMUNMON (31) SONAR CONTACT WATER
POSSIBLE LOST ANCHOR COLUMN
WITH HEIGHT ABOVE SEABED D 0 0 20 SEISMIC LINE
(POS(11ON UNCERTAIN)
UNLIT PLATFORM
MAPPING PARAMETERS
BASE GEOGRAPHIC CRS TIMBALAI 1948 0592_42981
1
10.00 SEMI MAJOR AXIS (A) 8377298.556
10.00
I
PROJECTED CRS TIMBALAI 194&RSO BORNEO m 0592_29873]
5.00 I 5.00 UNITS METRE/DEGREES
1 ORIGIN 115° EAST
4° NORTH
11 000 if I gilt I 1 0.00
g0 H. i 111111114i
Willi 1 1 VERTICAL WWI
.RVIE iill rid hqiiIPEI I I i i i I MIMI 1 1 EVqiiillirl -500 WATERDEPTHS HAVE BEEN REDUCED TO
11 '5.00 ' ' ' 'i I i 1 CHART DATUM BRUNEI OPEN WATERS (BOW).
11111111 Ihil ill g li II f B
Iiii i I1 i 111111111 1 - CHART DATUM IS 1.13 METRES BELOW MEAN SEA LEVEL.
zsi _,0.00 niii 11 li i I i n i II I ELEVATIONS IN METRES ABOVE MEAN SEA LEVEL.
AA il! 11 SPECIAL NOTE TO GPS USERS
11 -15 00 SEMIED iiiitgft i - - 1111 114 15 00
T1MBALAI 1948
EX )I# --.....EmmT
E■ EDSITIONS OBTAINED FROM GPS ARE NORMALLY (CHART)
-
-20.00 EFERRED TO WGS 'TM DATUM. (- 350m)
-20.00
iCH POSMONS SHOULD BE ADJUSTED 3 SECONDS
"
,JoRTRWARDS AND 11 SECONDS WESTWARDS TO WHO '94
0 -25. 0 AGREE WITH THIS CHART. (CPS)
-25.00
KILOIETER POST 1 1
ONSET NAP

KP. 9+300 (REFER TO PREMOUS SHEET) KP. 10+795.10 (END PONT 0 RISER BASE)
ELMER POST KP. 9+550 IP. 9+800 MP. 10+050 KP. 10+295-r. 10+300 EP. 10+550
IMENIE Siff & MATERIAL GRADE DN300 (0.D. = 323.9mm, W.T. = 12.7mm), ISO 3183 Cr. L450 140/00 PSI.2 (SEE NOTE 2.) DN300 (0.D. = 323.9mm, W.T. = 15.9mm), ISO 3183 Gr. L450 140/00 PS12 -
WERT CORROSION COKING, SICKNESS MD DENSITY 4.0mm 3-LAYER POLIETHILENE (31PE) 950 kg/m (SEE NOTE 2.) 4.0mm 3-LAYER P011PROPILENE (31PP), 900 kg/m
UNEPPE CONCRETE COATING SICKNESS MO DENT' 60mm THIC, 3040 kg/m'(SEE NOTE 2.) 60mm DK, 3040 kg/m
KENT IN AA, SUBIERGED IOW, SG (EMPTY PPE) 316.35 kg/m 1 152.01 kg/m 1 1.92 339.57 kg/m 1 175.17 kg/m 1 2.07
MODE TYPE. NETT MASS AM SPACING ALUMINIUM-ZINC INDIUM 1 49.58 kg 15 JOINTS (SEE NOTE 2.) ALUMMUM-ZINC INDIUM I 78.9 kg 1 10 JCINTS (SEE NOTE 3.)
MAXIMUM ALLOY/ABLE SPAN 28m 1 34m 1 22m

(NSTAUAIKIN/HIERMEST/OPERMEN)
LAY CORIIDOR lOrn SEE NOTE 4.
BURIAL RECNIREMBIT (TOP W PIPE BELOW SEABED) NONE
PIPELINE DATA KP. 10+345.10
1. ALL DMENSONS AND COORDINATES ARE IN METRES UNLESS NOTED OTHERWISE A9.09.G.39.059/002141-003191 PIPELINE CROSSING SUPPORT DETAILS (2 SHEETS) DO NOT ALTER THIS CAD DRAWING MANUALLY CAD FILE NAME: AM09G39038 007U1
2. THE UNEPPE & ANODE ANTS TO BE USED IN BETWEEN EP. 6+382 TO KP. 10+295 IS FROM PRP4 PROJECT SURPLUS.
3. THE LAST FIVE (5) ANTS, BEFORE END PONT, ARE ALL ANODE ANTS. AM.09.G.39.059/001NM PID1979 PIPELINE CROSSING DRAWING TITLE: DARAT GAS PROJECT
4. AS PER BSP-I2-G-101, SUBJECT TO WRITTEN APPROVAL FROM EiSP, PERMITTED LAY CORRIDOR & AVAILAGLITY OF
SPACE, THE MAXIMUM DENATION FROM AUGMENT ALONG THE PRESCRIBED ROUTE SHALL BE 3;159 EXCEPT AT AM.09.G.39.036U1 PID1979 RISER TO PIPELINE TIE-IN DETALS AT AMGP09 S"9 J-'. PID1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGP09
PLATFORM APPROACH, SERE THE MAXIMUM ALLOWABLE DENMAN SHALL BE AS FOLLOWS: BRUNEI 0)
• FROM 450m OF THE RISER TO 150m FROM THE RISER: TAPERING FRCS 1.5m TO 3m
AM.09.G.39.035U1 PID1979 RISER GENERAL ARRANGEMENT AT AMGPO9 OFFSHORE ALIGNMENT SHEET (SHT. 7 OF 7)
• FROM 150m OF THE RISER TO THE RISE TIE-IN: 3m AM.09.G.39.034U1 PID1979 PLATFORM APPROACH AT AMGPO9 03 (ETSR No. 30079829-0010) IFC/IFA 08/16 JUMI PUSS Brunei Shell Petroleum SCALE: AS SHOWN I SIZE Al
LOCATION
AM.09.G.39.033U1 P101979 OVERALL FIELD LAYOUT 02 No 30075700 0010 05/15 DZUL HTJ AED AZI Co. Sdn. Bhd.
DRAWING NO. REV.
Engineering Dept.. Sena
DESIGN AMCP09
GENERAL NOTES DRAWING NO. REFERENCE DRAWINGS REV DESCRIPTION DI No DATE DWN CHK SOURCE BSP AM.09.G.39.038/007U1 03
USER /f0FNATION 800
UI U2 Lo U4 B N 117 UI 010 DI (a-wl,
311•12.481
Nip sem
EP PEW 014
Ode boat
AM.09.G.39.058/001NM
MATERIAL UST
1000
350 ITEM DESCRIPTION QUANTITY
0N300 RISER
HPMG-OFF SLEENE + HANGER FLANGE
HORIZONTAL
1- 0N350 1 935 x 528 x 12mm THK. SLEW PLATE (ROLLED TO I.D. = 324mm) 1 PC
i JACKET BRACE 1000 2 618 0.D. x 348 1.0. x 20mm 1W. RING PLATE (CUT IN HALF) 1 PC.
I I- 350 t 1
TWIG-CIFF SIELIE CLAMP, HANGER FUME ASSEMBLY 3 135 x 120 x 16mm THK. STIFFENER PLATE 6 PCS.
,
SEE OETP&S IN DOG NO. (TING PLATE. STIFFENERS & I et 74350 HOR1
8eA2cOENTAL tit 011300 RISER 4 135 x 200 x 25mm 114K. UFT1NG PLATE 2 PCS.
I Nuac.s.oseitaam UFING FLAW* SEE DUNS
lik
irl N INS DRAM 5 618 O.D. x 348 I.D. x 12.7mm NEOPRENE (TO SUIT WIG PLATE) 1 PC.
I HP/IGER FL■
VIGE ASSEMBLY (RING
\ I
\ II wilk PLATE. STIFFENERS & UFING PLATES),
1,19.,(2w71
15.250 :01=
0.08X_\ SEE CETAIS II THIS CRAM
.. II ir, I
ASSEMBLY UST (SEE 1101E 14.)
DRAWING No:
\ \ -— — 101k ASSONLY TAG NO. DESCRIPTION OTY. NEIGHT REMANCS

\ 1 HAND-OFF SLalk CLAMP
- ----- EL (+) 3.778 :: A1109039058_001P&I/A HANG-OFF SLEEVE + HANGER 1 ±105 KG FOR P1D1979 RISER
i_ FLANGE
ON250 STUB —_—._—__
EL I+) 1691 _ _ _._,_____I___---- -LIT_
--- - --r-
----1
1 __ __
II
1
1 GENERAL 1401ES
.
I _L TRuE I 1. ALL DIMENSIONS SHOWN ARE N lAWMETRES.
12 :----- l' I=E:= '
BATTER 2. ALL ELEVATIONS SHOMI ARE IN METRES.
\
HANG-OFF SURE I 3. DO NOT SCALE THE DRAYANGS, FOLLOW FIGURED DIMENSIONS ONLY.
JACKET BRACE CLAMP \

2
-- ___ j -
4. UNLESS NOTED OTHERWISE, STEEL PLATES & BARS SHALL BE OF MATERIAL GRADE A36 AND N
ACCORDANCE MTH ASIM A36 -STANDARD SPECIFICATION OF CARBON STRUCTURAL STEEL
EL -) 3.048
____ --.=_____ I 5. UNLESS SPECIFIED ONERMSE, ALL WELDS ARE TO BE FULL PENETRATION BUTT WELD.
... 6. ALL WELDING SHALL BE IN ACCORDANCE WITH DEP 30.10.60.18-GEN. AND BSP-12.S.601.
4- , „' .
7. NEOPRENE WAS SPECIFIED IN ACCORDANCE NTH DEP 31.40.30.36-GEN.
, „,
_ 8. ALL SHARP EDGES SHALL BE GROUND 9,100111 TO 3mm RADIUS.
9. HANG-OFF SLEEVE + HANGER FLANGE ASSEMBLY SHALL BE MARKED AFTER FABRICATION TO
'I - HANG-OFF SLEEVE + HANGER FLANGE ENSURE THE INSTALLATION OF THE ASSEMBLY AT THE CORRECT LOCATION.
ASSEMBLY TAG NO. 10. HANG-OFF SLEEVE + HANGER FLANGE ASSEMBLY SHALL BE TRIAL FITTED ON FABRICATION YARD
MILT BRACE CIA', SEE OENIS 1 SCALE I : 10
BY THE FABRICATION CONTRACTOR.
II NO. NO. PM.09.0.310511/B03141 AM09G39058_001 NM/A 11. FABRICATION CONTRACTOR SHALL FURTHER CONFIRM THE DIMENSIONS PRIOR TO ANY FABRICATION
& CONSTRUCTION WORKS.
12. HANG-OFF SLEEVE + HANGER FLANGE ASSEMBLY SHALL BE BLAST CLEAN TO SA 2.5 AND PAINTED
WITH 2 COATS CF GLASSFLAKE POLYESTER / GLASSFUKE EPDXY YAM TOTAL LEFT OF 1200
GENERAL ARRANGEMENT - HANG-OFF SLEEVE + HANGER FLANGE MICRONS.
SCALE 1 : 10 13. NEOPRENE SHALL BE BONDED TO RING PLATE. MSTALLAT1ON CONTRACTOR TO ENSURE NAT
NEOPRENE SHALL REMAIN BONDED TO THE RING PLATE. BONDING MEMO SHALL BE PROPOSED BY
INSTALLATION CONTRACTOR NTH APPROVAL FROM 8SP.
14. WEIGHT OF ASSEMBLY SHALL BE CONFIRMED BY CONTRACTOR AFTER FABRICATION.
[.. 45
Ift CM303 RISER
225 22.5.
5\..."-----------------7------------101-#. 0 25mm M. LETING PLATE

1
II ' I
SA \ /
44 %
. -
® UFRNG PLATE '5
AP
r;,'\ 20nwn THK , /
A
/ •ir Ap
ilit,
MI STIFFENER PLATE 0 \.±,./ RING PLATE
.12,!
ra A
e--
0
r
I' ,,
q
1111
25mm THIL ®
7e/
V.,
4,
0
LYING PLATE ..,
r
MG PLATE 0 R ,_ ___
'__
---- /
.,
h. /l
ul HANG-CFF SLEEVE 0 i la
1 - -- -
16mm MK. STIFFENER (-;\
PLATE (TIP. U.N.0.) l:_.
3.1
CD 25mm
PLATE
PLATE I
/ WELLED SPUCE 10 •
\r/\ \ OTHER SIDE TIP. I MELDED SPLICE
OTHER SIDE TYP.
(7, \ 12rrrn RIK.
\.1.1 HANG-OFF SLEW /
!COME BONDED 0
• 10 ' 411.1111. TO RING PLATE
I I
618
HANG-OFF SIEVE ®
i 1RING PLATE OD
ELEVATION - HANG-OFF SLEEVE + HANGER FLANGE HANGER FLANGE ASSEMBLY SECTION NA-A" LIFTING PLATE DETAILS
SCALE 1 : 10 SCALE 1 : 15 SCALE 1 : 10 SCALE 2 : 5
44.09.G.39.058/002g1
AM.09.G.39.035UI
HANG-OFF SLEEW CLAW FOR 011303 RISER AT AAIGP-09 (SHEET I OF 2)
PI01979 DN300 RISER OA AT AAIGP -09 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16
le
JUMI SAA PUSB
__.......
--------
,----- M7:1 9J-J. ez
...------
DO NOT ALTER
BRUNEI
___------- Brunei Shell Petroleum

co. Sdn. Bhd.
, TITLE:
CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39058 001NM
LOCATION:
DARAT GAS - OFFSHORE
TYP. HANG-OFF SLEEVE + HANGER FLANGE DETAILS
FOR DN300 RISER AT AMGP -09
SCALE: AS SHOWN SIZE:
DRAWING No.: REV:
DESIGN Engineering Dept., Serie A uGp_og
SOURCE
BSP
AM.09.G.39.058/001NM 01
1
MEWL UST
l000
J, DN300 RISER
AM.09.G.39.058/002NM
I(woo RISER ct-
1 DN250 JACKET BRACE BEN DESCIIIPTKII GUMMY
1 DN350 HORIBRACE
ZONTAL
JACKET
II 1
NNIG-OFF CLAMP
610 x 460 x 16mm THE. CLAMP SHELL KATE (RCILLED TO LD. 382mm) 2 PCS.
\ HANG-OFF SLEEVE + HANGER

FLANGE, SEE DETALS IN DWG.
SWING CLAMP,
SEE DETAIL - 1
0 nxED HINGE PLATE __--- S ------ TAMABLE HINGE
2
3
480 x 100 x 20mm THK. FLANGE PLATE
160 x 162 x 16mm THE. STIFFENER PLATE
4 PCS.
8 PCS.
Pa NL09.G.39.058/039411
JAOCET BRACE CUJAP, SE OETALS r___., _____ _.---
1
PLAZ 0
4 260 x 257 x 16mm 111K. MOVEABLE HINGE PLATE 2 KS.
\ 11 D'itt NO AM.09439.058/00.1111 -
n___„,,, TYP. (FLANGE PLATE _ . (TIP. )© 5 260 x 232 x 16mm THK. FIXED INGE PLATE 2 KS.
PLATE)TO 1212
SEATING PLATE
. ‘ ) ®
2 PCS.
\
,1 /
CLAMP SHELL
OIL 6
7
287 x 614 x 20rown THK. SEATING PLATE
1.128 x 220mm LG. STUD BOLT C/VI NUTS, LOCI( NUTS & WASHERS (SE NOTE 9.) 6 SETS
061250
28.58mm(273.W.1I.)xSTUB I
I
\\
Oil i 1-•
iiiip,,
'''''''"xci 8
A124 x 380mm LG. 11114GE PIN C/W NUTS, LOCK NUTS & WASHERS AND 2 NOS.
6nvn THK. NYLON SPACERS (SEE NOTE 9.)
1 SET
9 ON250 (273.1 x 28.58 mm W.T.) x 1143nvn LG. STUB (SEE NOTE 10.) 1 PC.
DRAWING Ho
\ Ill ,
1 .4.: i ii V 1 10 93 x 160 x 16mm THK. LIFTING PLATE 1 PC.
....../ ----
II 93 x 160 x 16mm 1W. STIFFENER PLATE 1 PC.
I 1 - LOAD BEARING CLAMP

12 100 x 100 x 16nvn NC STIFFENER PLATE 5 PCS
EL 2(+)STUB3.691 ---
- ....141
09 50
___------1I t
_ ___ ----
I
..
011250 (2711 x _
i-
m
1
! .
13 560E460 x12mmllE. NEOPRENE 1 PC.
i I 28.58mm W.E) STUB 1

1 i
i-
i ipm _.ill ___ ASSEMBLY LIST (SEE NOTE 24.)
.
I i -
® FINK( PLATE (TIP.) ASSEMBLY TAG la CIESCRIPTICN OW. VIDGHT REMARKS
1 , ••• i
,.. ..........11:
I1 GLICE CLAMP 1 ±343 KG KR PID1979 RISER
1
PLAN - HANG-OFF CLAMP
PLAN
JACICET BRACE CLAMP, SE DETAILS
IN D. NO. AM.09.G.39.058/0031411
,
,, . 'i SCALE 1 : 10
,-
- _.-..4.--___ -)
ELJACKET BRACE CLAMP 1 BATTER \ 12
(+) 1048 ,- DN300 RISER 4-
, ON300 RISER
moon
.=_...
= I
-- w 2A
GENERAL NOTES
1 - -I-
1 7 , ALL
rB
, - . DIMEN9ONS SHOWN ARE IN MIWMEIRES.
F i -1
\.,__ - --
- ,
' /2 A
1 2. I
FLMGC
HNON4G-C
HNI;SEE 9.058
.G.7
1)17ALLT
H
INANGER
NIAM
2. ALL ELEVATIONS S14011+4 ARE IN METRES.
I 6 ''' 3. DO NOT SCALE THE DRAWINGS, FOLLOW FIGURED DIMENSIONS ONLY.
.. I I
ASSEMBLY
1.c,„„128x220mmDRUID HOLES
i TAG NO. I
AM09639058_002NIA/A&B ()STIFFENER PLATE (i
T
1) XE + 30mm0 FOR
4. UNLESS NOTED OTHERWISE, STEEL PLATES & BARS SHALL BE OF MATERIAL GRADE A36 AND IN
ACCORDANCE WITH ASTIA A36 - STANDARD SPECIFICATION OF CARBON STRUCTURAL STEEL
1
®UFTING ,.. m. .
LG. BOLT
NUTS, LOCK NUTS &
SID
5. UNLESS SPECIFIED OTHERWISE, AU. vans ARE TO BE FULL PENETRATION BUTT WELD.
PLATE
II
i k1 FIXED TINGE PLATE (TYP.) _
_ _, __
_ g
WASFIERS (Ti?.) 6. ALL WELDING SHALL BE IN ACCORDANCE WITH DEP 30.10.60.18-GEN. AND BSP-12.S.601.
GENERAL ARRANGEMENT - HANG-OFF CLAMP __ , 7. NEOPRENE WAS SPECIFIED IN ACCORDANCE WITH DEP 31.40.30.36-GEN.
SCALE I 10 8- Ilk ; • io-

, --,,,:-
^ a ALL SHARP EDGES SHALL BE GROUND SMOOTH TO 3mm RADIUS.
I ,...,
iiIIIMII
.iiII
Pi
_
III
10 r n •••••
9. ALL HINGE PINS, BOLTS & NUTS SHALL BE IN ACCORDANCE NTH ASTM A1082 -
10. PIPE SR/E1 MATERIAL GRADE SHALL BE SCH. 160 ISO 3183 1450 MO P9_2.
532760.
- 8
111
, A - - - - -
11. THE SPACERS SPECIFIED FOR THE HINGE PINS SHALL BE Cf NYLON 12 OR 9IAILAR.
.2,
. ON250 STUB ill FLMGE PLATE
12. THE CONTACT SURFACES OF ALL FLANGE PLATES SHALL BE TRULY ALIGNED
_ 8 r,NI
HI :: ------ 13. THE FOLLOVANG TOLERANCES SHALL BE MAINTAINED:
®16mm THE. STIFFENER PLATE 49 111111111 • \
4'
16rivn THE. MOVEABLE HINGE PLATE(-..__,
IMi-li
ll _•••
Gn
P.-
FLANGE FACE SHALL BE TRUE. WELDING SHALL TAKE INTO ACCOUNT ANY POSSIBLE
•
DISTORTION.
°MOVABLE HINGE PLATE 50 50 I
10 • RISER CLAMP SHALL BE SQUARE MTH THE FLANGE FACE AND THE RELATIVE POSITION AS
m (
// •••••• t> TYP. TO ALL SKIES
/ io 0HINGE PIN,iN SEE 1 I SHOWN ON THE ORAVANGS SHALL BE MAINTAINED.
/
\
®16mm THE STIFFENER PLATE I
-I- DWG. NO.
ALI.09.G.39.058/003NM
1
10 h, TYP FOR END
STIFFENERS. • INSIDE METAL RADIUS OF RISER CLAMPS SHALL BE CONFIRMED BY THE FABRICATOR, THE
TOLERANCES SHALL BE +2mm (1/16.) - 0.
®,6mm THE. STIFFENER KATE
I STIFFENER PLATE ®
CLAMP SHELL PLATE 01

14. HINGE PIN MATERIAL SHALL HAVE A MINIMUM SIAYS CM" 450 MPa.
15. CLAMP SHALL BE MARKED AFTER FABRICATION TO ENSURE THE INSTALLATION OF THE CLAMP AT
Alk 0
A 4- B THE CORRECT PLATFORM BRACING.
16. JACKET BRACING SHALL BE CLEANED TO BRACE METAL AND ITS ACTUAL O.D. MEASURED.
.111 Imi N
II
8 ....
DETAIL 1 SECTION "A-A" 17. AFTER FINAL CLAMP ADJUSTMENTS, All STUD BOLTS. INCLUDING PRE -INSTALLED BRACE CLAMP
THE
,
/
1 100 i I
0 12mm THE. NEOPRENE • IP SCALE 1 : 10 SCALE 1 : 10
STUD BOLTS SHALL BE RE-TIGHTENED USING A COMPANY APPROVED HYDRAUUC METHOD TO
FO .OWING RESIDUAL TENSION ALLOWING FOR RELAXATION. FOR BOLT TENSION REFER TABLE.
18. CLAMP SHALL BE TRIAL FITTED ON FABRICATION YARD BY THE FABRICATION CONTRACTOR TO
/
TYP. (FLANGE PLATE TO
CLAMP SHELL PLATE)
12 k
12
26mm0 x 40mm SLOTTED MOLE
Ty 1 2 k,
•
dl.
: DN300 RISER
I
CL
DI4400 RISER
ENSURE CLAMP CLOSURE IS SATISFACTORY.
19. FABRICATION CONTRACTOR SHALL FURTHER CONFIRM THE DIAIEN9ONS PRIOR TO ANY FABRICATION
50 50 & CCNSTRUCTION WORKS.
348mm O.D 5mm
0 20mm THE. SEATING PLATE 20. INSTALLATION CONTRACTOR SHALL CHECK NE SUITABILITY OF HIS PROPOSED HYDRAUUC
HANG-OFF SLEEVE GAP
-CI- -
DN300 RI R 016mm THE. LIFTING PLATE I
40 '
III TEN9ONING EQUIPMENT BASED ON SPECIFIED MATERIALS 9-1011N ON THIS DRAWING.
50 50
E
ig 2
1W: I
21. CLAMP SHALL BE BLAST CLEAN TO SA 2.5 AND PLANTED WITH 2 COATS OF GLASSFLAKE
PCLYESTER / GLASSFLAKE EPDXY WIN TOTALD MDFT OF 1200 MICRONS.
\ i - -±- z.=-7-
0116mm THE. CLAMP SHELL PLATE (TIP.) I I 22. NEOPRENE SHALL BE BONDED TO I.D. OF CLAMP SHELL PLATE. INSTALLATION CONTRACTOR TO
I- I 2onwn DK FLANGE PLATE

25mn0 DRILLED NOTE i tor . ,
m
.
!!
ii
8 ENSURE THAT NEOPRENE SHALL REMAIN BONDED TO THE CLAMP SHELL BONDING METHOD SHALL
BE PROPOSED BY INSTALLATION CONTRACTOR WITH APPROVAL FROM BSP.
(Tr.) I 23. WEIGHT OF ASSEMBLY SHALL BE CONFIRMED BY CONTRACTOR AFTER FABRICATION.
,., MIMI - =II ;
4.1
I A2 °URINE OF lEirnm THE.
STIFFENER PLATE (Tr. 11.11.0)
tH I 16mm TN(.
o ,... i BA ' STIFFENER PLATE 12
:
-EL- - - - - --I
, 011250 STUB ,
4
III (,,-;\
., 16mm THE. !
■
10 LIFTING PLATE
',... .....7 na I 4?.
_ _ Hewn MK. CLAMP

SHELL PLATE
11
016mm 111K. SOFTENER PLATE 16mm THE FIXED 3 SKIES> K

. 160
I
= -_- _--
L
---
- -
f-- =
382
IINGE PLATE
- -, 16mm
-1 0 2Ornm 111K. SEATING PLATE
.11 SOFTENERTHK PLATE
TYP. HINGE, PULL Sc STIFFENER PLATE DETAILS SECTION "B-B" SEATING PLATE DETAIL
SCALE 1 . 4 SCALE 1.8 SCALE 1 : 10
,„...-------- DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME:410909058 002N14
TITLE: DARAT GAS - OFFSHORE

_------- 1`:? 9.H HANG-OFF CLAMP AT EL (-) 3.778
________./ BRUNEI
FOR DN300 RISER AT AMGP-09 (SHEET 1 OF 2)
AM.09.G.39.058/00INM DP. HMIG-CFT 1134144IGER RAE OET4S FOR ENE MSDI AT ANGP-09 t nt• ...„----- Brunei Shell Petroleum
LOCATION: SCALE: AS SHOWN I SIZE:
AN.09.G.39.035U1 PID1979 DN300 RISER G.A AT AMGP-09 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16SAA PUSB JUNI
.------
Co. Sdn. Bhd.
DRAWING No.: REV:
GENERAL NOTES DRAWING No REFERENCE DRAWINGS REV DESCRIPTION DESI G N
BI No DATE DWN CHK SOURCE, BSP Engineering Dept., Sena
AMGP-09
AM.09.G.39.058/002NM 01
MATERIAL UST
ITEM OESCRPOON
JACKET BRACE CLAMP
r)
I 528 x 690 x 16mm TM. CLAMP SHELL PLATE (ROLLED TO ID. = 356mm) 2 PCS.
O
O 2 690 x 100 x 20mm RIK. FLANGE PLATE 2 PCS.
3 189 x 223 x 16mm THE. STIFFENER PLATE 10 PCS.
00 4 304 x 323 x 16mm THK. MOVEABLE HINGE PLATE 2 PCS.
5 279 x 323 x 16mm 1W. FIXED HINGE PLATE 2 PCS.
O 6 189 x 323 x 16mm THK. PULL PLATE 1 PC.
CR250 (2711
2&5&nm IT.) STUB 7 1130 x 220mm LG. STUD DOT CrIl NUTS, LOCK NUTS & WASHERS (SEE NOTE 9.) 10 SETS
ro 8
M24 x 585mm LG. HINGE PIN C/W NUTS, LOCK NUTS & WAGERS AND 2 NOS.
I SET
r 6mrn THE. NYLON SPACERS (SEE NOTE 9.)
10 200 x 100 x 16mm 7116. STIFFENER PLATE 2 PCS.
Z) CY; PIPE 311113 I1 DN250 (273.1 x 28.58mm WT.) x 315mm LG. STUB (SEE NOTE 10.) 1 PC.
EL (+) 3.691
C7 O ==
Q
<
ASSEMBLY UST (SEE NOTE 22.)
0513 .Y TAG NO. 00CRIFMN DIY. WEIGHT REMARKS
011250 (271I
WT) STUB
AM09639058_002NIA/8 JACKET BRACE CLAMP I ±255 KG FOR FID1979 RISER
JACKET BRACE CLAMP

01
4 tft EL (+) 3.048 _
GENERAL NOTES
( W,7 1. All DIMENSIONS SHOWN ARE IN ANUJNETRES.

2. ALL ELEVATIONS SHOWN ARE IN METRES.
JACKET BRAKE a.AMP, SEE 3. DO NOT SCALE THE DRAWINGS, FOLLOW FIGURED 0111ENSIONS ONLY.
OETALS N NS CRAVING 4. UNLESS NOTED OTHERVASE, STEEL PLATES & BARS SHALL BE OF MATERIAL GRADE A36 AND IN
ACCORDANCE WITH ASTM A36 - STANDARD SPEOFICATION OF CARBON STRUCTURAL STEEL
ASSEMBLY TAG NO. 5. UNLESS SPECIFIED OTHERWISE, All WELDS ARE TO BE FULL PENETRATION BUTT VELD.
AM09639058_004NPA/A&B 6. ALL WELDING SHALL BE IN ACCORDANCE MTH DEP 30.10.60.18-GEN. AND BSP-12.S.601.
7. NEOPRENE WAS SPECIFIED IN ACCORDANCE WITH DEP 31.40.30.36-GEN.
GENERAL ARRANGEMENT - JACKET BRACE CLAMP TYP. HINGE. PUll. & STIFFENER PLATE DETAILS FOR JACKET BRACE CLAMP 8. ALL SHARP EDGES SHALL BE GROUND SMOOTH TO 3mm RADIUS.
SCALE 1 : 10 SCALE 1 : 5 9. ALL HINGE PINS & BOLTS SHALL BE IN ACCORDANCE WITH ASIR A193 GRACE 871,1 AND NUTS II
ACCORDANCE WITH ASTIR A194 GRADE MM. ALL HINGE PINS, BOLTS & NUTS SHALL BE ZINC
NICKEL ELECIRCOEPOSITION COATED.
10. PIPE STUB MATERIAL GRADE SHALL BE SCH. 160 ISO 3183 L450 MO PS12.
140
DRIW:D HOLES FOR 11. THE SPACERS SPECIFIED FOR ilf HINGE PINS SHALL BE OF NYLON 12 OR SIMILAR.
()MOVABLE INCE PLATE PUll PLATE ® B M30x220mm LG. MO BOLT I HINGE Pt( SEE DETAILS 12. THE CONTACT SURFACES OF ALL FLANGE PLATES SHALL BE TRULY ALIGNED.
cm NUTS, LOCK NUTS & IN NS DRAWING
V-- WASHERS (TIP.) 13. THE FOLLOWING TOLERANCES SHALL BE MAINTAINED:
A A • FLANGE FACE SHALL BE TRUE WELDING SHALL TAKE INTO ACCOUNT ANY POSSIBLE
DISTORTION.
• RISER CLAMP SHALL BE SQUARE W111 DIE FLANGE FACE AND THE RELATIVE P09110N AS
SHOWI ON THE DRAVANGS SHALL BE MAINTAINED.
• INSIDE METAL RADIUS OF RISER CLAMPS SHALL BE CONFIRMED BY THE FABRICATOR, THE
DP. (FLANGE PLATE TO Hit4GE PIN TOLERANCES SHALL BE +2mm (1/16•)- 0.
a.M SHELL PLATE)
14. HINGE PIN MATERIAL SHALL HAVE A MINIMUM 9115 OF 240 MPo.
FIXED HINGE PLATE
- - - WASHER (11P.) 15. CLAMP SHALL BE MARKED AFTER FABRICATION TO ENSURE THE INSTALLATION OF THE CLAMP AT
DN350 HORIZONTAL' THE CORRECT PLATFORM BRAONG.
JACKET BRACE
BOLT
16. JACKET BRACING SHALL BE CLEANED TO BRACE METAL AND ITS ACTUAL 0.D. MEASURED.
17. AFTER FINAL CLAMP ADJUSTMENTS, ALL STUD BOLTS, INCLUDING PRE-INSTALLED BRACE CLAMP
STUD BOLTS SHALL BE RE-11GHTENED USING A COMPANY APPROVED HYDRAULIC METHOD TO THE
6mm 1116. NYLONSPACER

FOLLOWING RESIDUAL TENSION ALLOWING FOR RELAXATION. FOR BOLT TENSION REFER TABLE
18. CLAMP SHALL BE TRIAL FITTED ON FABRICATION YARD BY THE FABRICATION CONTRACTOR TO
MOVEABLE ma PLATE ENSURE CLAMP CLOSURE IS SATISFACTORY.
19. FABRICATION CONTRACTOR SHALL FURTHER CONFIRM TIE DIMENSIONS Nam TO ANY FABRICATION
STIFFENER PLATE® I & CONSTRUCTION WORKS.
0 FIXED HINGE PLATE 20. INSTALLATION CONTRACTOR SHALL CHECK THE SUITABIUTY OF HIS PROPOSED HYDRAULIC
B TENSIONING EQUIPMENT BASED ON SPECIFIED MATERIALS 940W4 CN THIS DRAVANG.
JACKET BRACE CLAMP DETAILS SECTION "A-A" 21. CLAMP SHALL BE BLAST CLEAN TO SA 2.5 AND PAINTED WITH 2 COATS 01 GLASSFLAKE
SCALE I :10 SCALE 1 :10 POLYESTER / GLASSFLAKE EPDXY WITH TOTAL MDFT OF 1200 MICRONS.
MOVEABLE INCE PLATE 22. WEIGHT OF ASSEMBLY SHALL BE CONFIRMED BY CONTRACTOR AFTER FABRICATION.
690
135 I 135 150 I 135 13

8
1124 x 380non LG. HINGE PIN 1 01
NUTS, LOCK NUTS, I0 1
WASTERS & NYLON SPACER FWD HEE PLATE
ON250 (2711 x 28.5trom YU) MB

HINGE PIN DETAILS
SCALE 1 : 5
i,;\ 16mm 11K.

1,9 STIFFENER PLATE
1
O 16mm 1161 CAMP .
SELL PLATE
STIFFENER PLATE (ITEM NO.10) DETAILS

SCALE 1 :10 SCALE 1 : 10
DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAM E: 0109G39058 003NM
1 .1-!. HANG-OFF CLAMP AT EL (+) 3.778
BRUNEI
AM.09.G.39.058/001NN DP. HANG-OFF 911%fitlINGER RANGE OETALS FOR MOO 110 AT AJ0-09 4 1
94
Brunei Shell Petroleum LOCATION: SCALE: AS SHOWN I SIZE:
A14.09.G.39.035U1 P101979 DN300 RISER G.A AT ANGA-09 Co. Sdn. Bhd.
01 (ETSR No. 30079829-0010) IFC/IFA AUG'16 JUNI SAA PUSS DRAWING No.: REV:
DESIGN Engineering Dept.. Soria
SOURCE
BSP
AM -09 AM.09.G.39.058/003NM 01
AM.09.G.39.058/004NM
MATERIAL UST
,DDO 1- 111250
CLAMP
JACKET
(41-
1 DN300 GUIDE 1101 DESCREQICN QUANTITY
DN300 GUIDE
CLAMP SLUNG CLAMP
' goo HORIZONTAL _ ----1---..... 1 610 x 460 x 16mm TM. CLAMP SHELL PLATE (ROLLED TO ID. - 382mm)
AOC BRACE
r --=-- -
TYP. (FLANGE PLATE TO
CLAMP SHELL PLATE)
k
r
12
s _ 2 460 x 100 x 20mm THK. FLANGE PLATE
2 PCS.
4 PCS.
MOVEABLE HINGE PLATE 0 3 221 x 235 x 16mm THK. SUFFERER PLATE 6 PCS.
AXED HINGE m
OWE 11/1", PLATE 4 316 x 335 x 16rnm NC MOVEABLE HMG( PLATE 2 PCS.
SEE OET/L - I _ -I .0
DN250 (273.1 x 11 - II ! I 5 291 x 335 x 16mm U(. AXED HINGE PLATE 2 PCS.
8
' ..._, II\
r
28.58mm W.T.) 6 221 x 335 x 16mm THIC PULL PLATE 1 PCS.
JACKET BRACE CLAMP,

r Me _ 17 ' I. lr
, rA -2
1 \ 7 M28 x 220mm LG. STUD BCC C A NUTS, LOCK NUTS & VIASHERS (SEE NOTE 9.) 6 SETS
SEE EETALS IN DWG NO.

1124 x 380nnn LG. IMAGE PIN C/W aura LOCK NUTS & WASHERS AND 2 NOS. 1 SET
allimill1111 '[' I II '.'-' 8 6mm THK. PAWN SPACERS (SEE NOTE 9.)
A11.09.G.39.058/00241
--- : :
1.1 II
1 KA ,
IE (Typi r,-..
. 9 EN250 (273.1 x 28.58mm W.T.) x 660mm LG. STUB (SEE NOTE 10.) 1 PC.
DRAWING No:
ST1EFENER
_
____i ______ 14:: !IH1===' 10 150 x 68 x 16mm THK. UFTING PLATE 1 PC.
- ---01
11. 111 -I- GuE(HaAir
a. i.842
amp
__ ._
i,
Ili :....
,A: 1.16,61. 1 11 x 68 x 16rnm THK. SWEEPER PLATE 1 PC.
I : : N
,,,j--
JACKET BRACE 150
EL (-) 7.925
_---
560 x 460 x 12mm MC NEOPRENE 1 PC.
- __ -_
______________ __
1.1111111111
1
NI.I
DN250 (273.1 x
12
j f- ili I= 28.520vn WT.) STUB

ASSEMBLY UST (SEE NOTE 22.)
_L L__ 1 j FUNGE FUZE (DP.)
On SEIGIIT
i _ -
-- j TRUE
BATTER
12
I MIXT BRACE CLAMP. SEE DETAILS
0 PULL PLATE (TYP.)
ASSEINLY TAG NIL DESCRIPTION REMARKS
IN DWG. NO. MLOO.C.3105100911/ AIA09G39058_004NIA/A ADJUSTABLE GUIDE CLAMP 1 1272 KG FOR P01979 RISER
PLAN - ADJUSTABLE GUIDE CLAMP

SCALE 1 : 10
ASSET/11Y TAG NO.

AM09639058_004NIA/AIAB rA DP1300 GUIDE
CLAMP 100
(1.
____ ____,:__,
DI4X0 GLIDE
CLAMP 30mrn0 OHM HMS
FOR M28x220mm LG. STUD
BOLT CM NUTS, LOCK ,
I. ALL DIMENSIONS SHOWN ARE IN 1.11WAIETRES.
2. ALL ELEVATIONS SHORN ARE IN METRES.
GENERAL NOTES
TYP FOR END\ 10k NUTS & WASTERS (TYP.) cp

,i, STIFFENERS / 3. DO NOT SCALE THE DRAWINGS, FOLLOW ROARED DIMENSIONS ONLY.
GENERAL ARRANGEMENT - ADJUSTABLE GUIDE CLAMP
0 SWEEPER PLATE (TYP.) II ' ------- - RANGE PLATE 4. UNLESS NOTED OTHERWISE, STEEL PLATES & BARS SHALL BE OF MATERIAL GRADE A36 AND IN
SCALE 1 :10 --- ACCORDANCE WITH ASTU A36 - STANDARD SPECIFICATION OF CARBON STRUCTURAL STEEL
°LIFTING PLATE I ® uovEABLE FRINGE PLATE (RP.)
5. UNLESS SPEWED OTHERWISE, ALL WELDS ARE TO BE FULL PENETRA1ON BUTT WELD.
M
ci . I. .... ._H___1
e op 911i
, 6. ALL WELDING SHALL BE ACCORDANCE WITH DEP 30.10.60.18-GEN. AND BSP-12.S.601.
,00
2 siis LI 7. NEOPRENE WAS SPEaFTED IN ACCORDANCE WITH DEP 31.40.30.36-GEN.
?1
2
-
nu
_ 1
rm. al & ALL SHARP EDGES SHALL BE GROUND 9.10011 TO 3mm RADIUS.
la-
k II $
I I 41 ' . 8
9. AU. HINGE PINS
AccoRp
at c.coEposi & BOLTS SHALL BE IN ACCORDANCE WITH ASTIA A193 GRADE F17 AND NUTS IN
AticE loti
Tli Aco A1.94 GRADE 2/1. ALL HINGE PINS, BOLTS & NUTS SHALL BE ZINC NICKEL
016,
10 h -EL- SlIA
ATED
10 P TIP. TO ALL SIDES
011250 SIB 1 15,2•I
__ _.._ aE
sal; Ilk
a
-
10. PIPE STUB MATERIAL GRADE SHALL BE SOH. 80 ISO 3183 1450 MO PS1.2.
016inn THK. PULL FLAW
S I 16mm THK. MOVEABLE HINGE PLATE GS) 10 •
I
2 - ,
--, 11. 114E SPACERS SPECIFIED FOR THE HINGE PINS SHALL BE OF NYLON 12 OR SIMILAR.
- ---__ --IL- 12. THE CONTACT SURFACES OF ALL FLANGE PLATES SHALL BE TRULY AWED.
25rmn0 DRILLED HOLE
, HINGE PIN (SEE DETAILS) PULL PLATE 0
1 13. THE FOLLOWING TOLERANCES SHALL BE MAINTAINED:
CLAMP SHELL PLATE° OFIXED *GE PLATE am. 91B1 PLATE 0 FLANGE FACE SHALL BE 1911. MELDING SHALL TAKE INTO ACCOUNT ANY POSSIBLE
•
/450 91 1 STIFFBER PLATE (111,.) DISTOR1ON.
/ 0 STIFFENER PLATE ____--_-_-:: • J-1111E CLAMP SHALL BE SQUARE WITH THE FLANGE FACE AND THE RELATIVE POSITION AS
2 12mm - SHOWN ON THE DRAWINGS SHALL BE MAINTAINED.
■ .r,[ 8 • INSIDE METAL RADIUS OF J-TUBE CLAMPS SHALL BE CONFIRMED BY THE FABRICATOR, THE
M N= EMMEN SECTION "A-As TOLERANCES SHALL BE +2mm (1/16•) - 0.
i-o 4 SCALE 1 : 10 14. HINGE PIN MATERIAL SHALL HAVE A MINIMUM SAYS OF 450 MPa.
100 DETAIL-1
. 15. CLAMP SHALL BE MARKED AFTER FABRICATION TO ENSURE THE INSTALLATION OF THE CLAMP AT
SCALE 1 : 10 THE CORRECT PLATFORM BRACING.
26mm0 x 50 in SLOTTED HOLE %
, TV. (FLANGE PLATE TO 12 k
50 50 16mm THK. UFT1NG PLATE g ' HINGE PIN
17. AFTER FINAL CLAMP ADJUSTMENTS, ALL STUD BOLTS, INCLUDING PRE-INSTALLED BRACE CLAMP
-a- -- - H CLAMP SHELL PLATE) 12I
CLAMP M. PLATE ® - -
STUD BOLTS SHALL BE RE TIGHTENED USING A COMPANY APPROVED HYDRAULIC METRO° TO THE
111300 RISER , FOLLOWING RESIDUAL TENSION ALLOWING FOR RELAXATION. FOR BOLT TENSCRI REFER TABLE
50 50 x
TO
\i (ci-\ 20mm RIK. FLANGE 100 26mm0 DRILLED HOLE
.53 `k: AE
WASHER (111,.) N1111 MOVEABLE Ma PLATE 0
18. CLAMP SHALL BE TRIAL FITTED ON FABRICATION YARD BY 11E FABRICATION CONTRACTOR
ENSURE CLAMP CLOSURE IS SATISFACTORY.
PLATE (TYP.) /e4 - Oil I / 19. FABRICATION CONTRACTOR SHALL FURTHER CONFIRM THE DIMENSIONS PRIOR TO ANY FABRICATION
1YP. I
\ (7\ 16mm 111K. CLAMP SHELL
......./ PQATE MP.) _ _ ' 4... 0,
-
4: 'RI RP. & CONSTRUCTION WORKS.
20. INSTALLATION CONTRACTOR SHALL CHECK THE SUITABILITY OF HIS PROPOSED HYDRAULIC
=NM " I TENSIONING EQUIPMENT BASED ON SPECIFIED MATERIALS 910ViN ON THIS DRAWING.
, es L - - 21. CLAMP SHALL BE BLAST CLEAN TO SA 2.5 AND PAINTED VATH 2 COATS OF GLASSFLAXE
a201 I I
POLYESTER / GLASSFLAKE EPDXY WITH TOTAL IADFT OF 1200 MICRONS.
150 \ ! 22. WIGHT OF ASSEMBLY SHALL BE CONFIRMED BY CONTRACTOR AFTER FABRICATION.
t FIXED HINGE PLATE ®
\_. i
11 o
- a- -
ON250 STUB
i MOVEABLE HINGE PLATE ®
016mm THC E
WEBER KATE %
16mm TIM. FIXED HINGE PLATE
I 150
.
/
1\ I
I °MUNE OF FLANGE PLATE
i 1 -I
--E1-
____ LI 101
TYP. HINGE. PULL & STIFFENER PLATE DETAILS
SCALE 1 : 5
'4-• M24 x 380mm LG. HINGE PRI
CM NUTS, LOCK NUTS, 111111 FIXED HINGE PLATE (i)
16mm INC STIFFNER PLATE it WASHERS & NYLON SPACER ON
LIFTING AND STIFFENER PLATE DETAILS HINGE PIN DETAILS

SCALE 1 : 5 SCALE 2 : 5
/"--- DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAmE:AN09G39058 004NN
_.-------- TITLE: DARAT GAS - OFFSHORE

X`' 9 J-! GUIDE CLAMP AT EL. (-) 7.842
._._____------ BRUNEI 4
Brunei Shell Petroleum SCALE: AS SHOWN I SIZE:
Co. Sdn. Bhd. LOCATION:
AM.09.G.39.035U1 P101979 DN300 RISER G.A AT AkIGP-09 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16 JUMI SAA PUSS ____-------- DRAWING No.: REV:
DESIGN Engineering Dept., Series
GENERAL NOTES No DRAWINGS CHK SOURCE BSP AAIGP-09
DRAWING REFERENCE REV DESCRIPTION BI No DATE DWN
AM.09.G.39.058/004NM 01
MATERIAL UST
ITEM oEsaaPnat4 GUMMY
1000 JACKET BRACE CLAMP
1 417 x 690 x 16mm 1HK. CLAMP SHELL PLATE (ROLLED TO LD... 273mm) 2 PCS.
2 690 x 100 x 20mm 1HK. FLANGE PLATE 4 PCS.
1,4300 GUIDE DN250 JACKET CO300 ADJ13TN1E GUME 3 197 x 160 x 16mm MK. STIFFENER PLATE 10 PCS.
CLANP OAP
DN250 HORIZONTAL 4 297 x 265 x 16mm 1HK. MOVEABLE HINGE PLATE 2 PCS.
1 JACKET BRACE 5 240 x 297 x *6mm MK. AXED HINGE PLATE 2 PCS.
1000
6 160 x 297 x 16mm THK. PULL PLATE 1 PC.
ADMIRE CUBE CLAIN 7 1430 x 220rmi LG. STUD BOLT C/W NUTS, LOCK NUTS A WASHERS (SEE NOTE 9.) 10 SETS
SE DEES IN ME NO.
JACKET BRACE amp,
mateas.onionm SEE DETAILS II US ME 8
M24 x 585mm LG. HINGE PIN C/W NUTS, LOO( NUTS A WASHERS AND 2 NOS.
I SET
6mm THK. NYLON SPACERS (SEE NOTE 9.)
DN250 (273.1 x
25.581m W.T.) STUB ', 9 150 x 93 x 16mm THK. STIFFENER PLATE 2 PCS.
16mm 091
LTITEER
JACKET BEE CLAP.
SE WARS IN ME DSC.
ASSEMBLY UST (SEE NOTE 22)
DIME CLIP ASSEMBLY TAO NO. DFSCRIPION OTY. WEIGHT REMARKS
EL (-) 7.842 -1111111in
JACKET BRACE CLAMP REFER TO DWG. NO.
EL (-) 7.925 AMO9G39058_004NIA/B JACKET BRACE CLAMP ±202 KG NA.09.G.39.058/0041M1
TRUE
01111-ia
-11111111M
12
BATOR GENERAL NOTES
I. ALL DIMENSIONS SHOVN ARE IN MIWMEIRES.
2. ALL ELEVATIONS SHOWN ARE IN METRES.
16:1}E. MIER FAIE ®
3. DO NOT SCALE THE DRAWINGS, FOLLOW FIGURED DIMENSIONS ONLY.
ASSEMBLY TAG NO.
4. UNLESS NOTED OTHERVASE, STEEL PLATES A BARS SHALL BE OF MATERIAL GRADE A36 AND IN
AM09639058_004NM/A&B ACCORDANCE VAIN ASTAI A36 - STANDARD SPECIFICATION OF CARBON STRUCTURAL STEEL
5. MESS SPECIFIED OTHERWISE, ALL NELDS ARE TO BE FULL PENETRATION BUTT WELD.
GENERAL ARRANGEMENT - JACKET BRACE CLAMP PLAN - JACKET BRACE CLAMP 6. ALL WELLING SHALL BE IN ACCORDANCE PATH DEP 30.10.60.18-G64. AND BSP-12.S601.
SCALE 1 :10 SCALE 1 : 10 7. NEOPRENE WAS SPECIFIED IN ACCORDANCE NM DEP 31.40.30.36-GEN.
8. ALL SHARP EDGES SHALL BE GROUND SMOOTH TO 3mm RADIUS,
9. ALL HINGE PINS R BOLTS SHALL BE IN ACCORDANCE NTH AST I A193 GRADE 137 AND NUTS IN
B1 - v ® HINGE PIN
DN250 JACKET
ACCORDANCE NTH ASTM A194 GRADE 2H. ALL RAGE PINS, BOLTS 8 NUTS SHALL BE ZINC NICKEL
ElICTRODEPOSITTON COATED.
10. THE SPACERS SFECIFIF_D FOR THE HIKE PINS SHALL BE OF NYLON 12 OR SMILAR.
A PIRL PLATE® A II. THE CONTACT SURFACES OF ALL FLANGE PLATES SHALL BE TRLAY ALIGNED.
® meow NNE PLATE nv. (FLANGE PLATE TO 12. THE FCU.OVANG TOLERANCES SHALL BE MAINTAINED:
CLAMP DEL PLATE)
• FLANGE FACE SHALL BE TRUE MELDING SHALL TAKE INTO ACCOUNT ANY POSSIBLE
DISTORTION.
J-TUBE CLAMP SHALL BE SQUARE WITH THE FLANGE FACE AND THE RELATIVE POSTON AS
910N1 ON THE DRAVANGS SHALL BE MAINTAINED.
r
• INSIDE METAL RADIUS OF J-IUBE CLAMPS SHALL BE CONFIRMED BY THE FABRICATOR, RE
TOLERANCES SHALL BE +2mm (1/16") - 0.
13. HINGE PIN MATERIAL SHALL HAVE A MINIMUAI DAYS OF 450 MPa.
DN250 JACKET
BRACE BOLT 14. CUMP SHALL BE MARKED AFTER FABRICATION TO ENSURE THE INSTALLATION OF THE CLAMP AT
THE CORRECT PLATFORM BRACING.
16. AFTER FINAL CLAMP ADJUSTAENTS, ALL STUD BOLTS, INCLUDING PRE-INSTALLED BRACE CLAMP
7 32mm* DRUID HOLES FCR STUD EICLTS SHALL BE RE-TIGHTENED USING A COMPANY APPROVED HYDRAUUC METHOD TO THE
M30x220nri LG. STUD BOLT FOLLOWING RESIDUAL TENSION ALLOWING FOR RELAXATION. FOR BOLT TENSION REFER TABLE.
C/W NUTS, LOCK NUTS PILL PLATE° 17. CLAW SHALL BE TRIAL FITTED ON FABRICATION YARD BY THE FABRICATION CONTRACTOR TO
WASHERS (1W.) ENSURE CLAMP CLOSURE IS SATISFACTORY.
One Hria PLATE _ ------ SRFFENER PLATE
B STIFFENER PLATE (np.)®
18. FABRICATION CONTRACTOR SHALL FURTHER CONFIRM THE DIMENSIONS PRIOR TO ANY FABRICATION
SECTION "A-A" A CONSTRUCTION WORKS
SCALE 1 : 10
JACKET BRACE CLAMP DETAILS 19. INSTALLATION CONTRACTOR SHALL CHECK THE SUITABIUTY OF HIS PROPOSED HYDRAUUC
TENSIONING EQUIPMENT BASED ON SPECIFIED MATERIALS SHOWN ON THIS DRAWING.
SCALE I : 10 16mm TM. STIFFENER PLATE°
20. CLAMP SHALL BE BLAST CLEAN TO SA 2.5 AND PAINTED VIM COATS OF GLASSFLAXE POLYESTER
/ GLASSFUKE EPDXY NCH TOTAL OF MDFT CF 1200 MICRONS .
690 22. NOGHT OF ASSEMBLY SHALL BE CONFIRMED BY CONTRACTOR AFTER FABRICATION.
'h. 135 135 150 I 135 135

"
-Ok-
01050 JACKET ,
BRACE
CLAMP 9EL ELATE

STIFFENER PLATE
30
DN300 ST118
150
16mm Roc OFTENER PLATE°
Typ. HINGE. PULL & STIFFENER PLATE DETAILS SECTION "B-B" STIFFENER PLATE DETAILS
SCALE 1 : 5 SCALE 1 : 10 SCALE 1 : 5
DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME:AM09G39058 005NM
X9.! GUIDE CLAMP AT EL. (-) 7.925
BRUNEI
Brunei Shell Petroleum SCALE: AS SHOWN j SIZE:
Co. Sdn. Bhd.
LOCATION:
AM.09.G.39.035U1 PID1979 DN300 RISER G.A AT AkIGP-09 01 (ETSR No. 30079829-0010) IFC/IFA AUG.16 JUMI SAA PUSB REV:
Engineering Dept, Seri°
DESIGN AAIGP-09
GENERAL NOTES DRAWING No REFERENCE DRAWINGS REV DESCRIPTION BI No DATE DWN CHK .OURC BSP AT.G09.G.39.058/005NM
DR 01
r A 300 MATERIAL UST
AM.09.G39.058/006NM
- ITEM DESCRIPTION QUANTITY
-V ISAPCRARY KNEE BRACE
-- I. 2 NOS 16mm
ASSEMBLY TAG NO.
B DR. WEE PLATE g 1 DN250 (273.1 x 28.58mm W.I.) x 2424mm LG. KNEE BRACE (SEE NOTE 10.) 1 PC.
1
AM09639058_006NM - -- - et 2 300mm11 x 20mm THK. END PLATE 2 PCS.
rn ;,, 3 300 x 207 x 20mm THK. HINGE PLATE 2 PCS.
ee 1
. ; ,,.
4 539 x 300 x 16mm 1HK. CLAMP SHELL PLATE (ROLLED TO I.D. = 349mm) 2 PCS.
2 ----- •, 41mm• DRILED HOLE
5 300 x 100 x 20mm *1K. FLANGE PLATE 8 PCS.
6 260 x 213 x 16mm THK. STIFFENER PLATE (GUIDE PLATE SIDE) 11 PCS.
----\ KR mrc/%
7NtLA 7 196 x 223 x 16mm THK. STIFFENER PLATE 11 PCS.
DN250 (273.1 x , , 1111 , LOCK NUTS & WASHERS
8 291 x 300 x 16mm THK. GUIDE PLATE 4 P05.
\ 28.58mm W.TV.--
\ I ioll al I
5it 3 _ KNEE BRACE l,1) 9 U28 x 220mm LG. STUD ELT C/N NUTS, LOCK NUTS & WASHERS (SE NOTE 9.) 4 SETS
,....
DRAWINGNo:
,-
„ ::: I 1 .1; 1 ;;. 1 10 M39 x 190mm LG. HINGE PR C/N NUTS, LOCK NUTS & WASHERS (SEE NOTE 9.) 2 SETS
R % v^' I III 11 488 x 300 x 12.7mm THK. NEOPRENE Rommr 2 SETS
REFERTO GENERAL ARRANGEMENT

\ 1
,=, A
._. ,..., _ --
\ i I I
i
3 I> A 16mm DE CLAMP
\ II \ Iso ' 150 I SliEll FtATE 0
' \ I
KNEE BRACE CLAMP DETAIL 1 \Li(ri.) ®
% , \
Spu
C A-LE
TE-1 ,-1 (KNEE BRACE CLAMP NO. 1 & 2)
-- ASSEMBLY UST (SE NOTE 20.)
,
s•i
_, ■ ASSEMBLY TAO NO. DESCRIPTION QTY. WEIGHT
\ . 1.
25 I
T 016. INK. GUIDE
'
AA109G30580_006/411 KNEE BRACE AT ALIGP-09 1 i 539KG FOR P1D1979 RISER BEND
\ II I 16mm DK GUIDE PLATE 0

,/ /
/ HINGE PLATE,
iii
' FLANGE SEE DETAILS IN
CONNECTION THIS DRAWING 16mm 1HK. (-; GENERAL N016
I 1I
0Nowa DIC.. H STIFFEER PLATE \...1.'.
',
I. ALL DIMENSIONS SHOWN ARE IN 1.11WMEIRES.
2. AU. ELEVATIONS SHOWN ARE IN METRES.
I
3. DO NOT SCALE THE DRAWINGS, FOLLOW FIGURED DIMENSIONS ONLY.
1111,11 1
4. UNLESS NOTED OTHERWISE, STEEL PLATES & BARS SHALL BE OF MATERIAL GRADE A36 AND IN
- - - r''
,..."---
7,-"
„ ACCORDANCE DITH ASIA A36 - STANDARD SPECIFICATION OF CARBON STRUCTURAL STEEL.
- -- _ 5. UNLESS SPECIFIED ()THEME, ALL WELDS ARE TO BE FULL PENETRATION BUTT WELD.
!Will tilligia
---
3D RISER BEND 6. ALL WELDING SHALL BE IN ACCORDANCE WITH DEP 30.10.60.18-GEN. AND BSP-12.S.601.
MOM MUM
KNEE BRACE -= - = - 7. NEOPRENE WAS SPECIFIED IN ACCORDANCE WITH DEP 31.40.30.36-GEt4.
I CLAMP NO.2 MINM MOB= 8. ALL SHARP EDGES SHALL BE GROUND SMOOTH TO 3mm RADIUS.
1501 Iwo
F- TANGENT LENGTH 9. AU. BOLTS SHALL BE IN ACCORDANCE 14111 ASIII A193 GRADE Bill AND NUTS IN ACCORDANCE
ICH ASTLI A194 GRADE 2HM. ALL BOLTS & NUTS SHALL BE ZINC NICKEL ELECTRODEPOSITON
GENERAL ARRANGEMENT -KNEE BRACE AT AMGP-09 KNEE BRACE DETAIL COAL ED.
SCALE 1 : 15
SCALE 1 , 10 PIPE F
BRACE IAAALERI
s °F
AL GR
ALLADE
FLANGE
SHALLKBE
AmS:
11s.H841
0 ISO 3TR
1E1U30,L4,560:
00.PSL2.
lot. CONTACT SURFACES
I I ‘ IF 12. THE FULOVANG TOLERANCES SHALL BE MAINTAINED:
207 •
FLANGE FACE SHALL BE TRUE. WELDING SHALL TAKE INTO ACCOUNT ANY POSSIBLE
011250 (273.1 X 28.58mm VIT) ) 16mm D9( (1)
1 1 (-
,3
__.-)-,, 20mm THK. HINGE PLATE 150 100 Ii 16mm THK. (i) TIMER PLATE DISTORTION.
•
CLAMP SHALL BE SQUARE WITH THE FLANGE FACE AND THE RELATIVE POSITION AS SHOWN
STIFFENER PLATEs----)
°GUIDE PLATE GUIDE PLATE 0 ON THE DRAWINGS SHALL BE MAINTAINED.
• INSIDE METAL RADIUS OF CLAMPS SHALL BE CONFIRMED BY THE FABRICATOR, THE
16mm THK. (";\
(--i 16mm 111K.
\...!19 STIFFENER 0 STIFFENER PLATE l!) . SECTION "A-A" TOLERANCES SHALL BE +2mm (1/16•) - 0.
13. CLAMP SHALL BE MARKED AFTER FABRICATION TO ENSURE THE INSTALLATION OF THE CLAMP AT
R57
PLATE
10 I,
A (IliI - SCALE 1 . 5 11* CORRECT PLATFORM BRACING.
,p 0000.1
II I 10 •
DP. TO ALL SOES x 14. AFTER ANAL CLAMP ADJUSTMENTS, ALL STUD BOLTS, INCLUDING PRE-WSTALLED BRACE CLAMP
_ L 300 STUD BOLTS SHALL BE RE-TIGHTENED USING A COMPANY APPROVED HYDRAUUC METHOD TO THE
I FOLLOWING RESIDUAL TENSION ALLOWING FOR RELAXATION. FOR BOLT TENSION REFER TABLE.
41mmil DRUID 150 150
HOLE .10 • 15. KNEE BRACE CLAW SHALL BE TRIAL FITTED ON FABRICATION YARD BY THE FABRICATION
CONTRACTOR TO ENSURE CLAMP CLOSURE IS SATISFACTORY.
PLAN -HINGE PLATE DETAILS
® 20mm THK. FLANGE PLATE
16. FABRICATION CONTRACTOR SHALL FURTHER CONFIRM THE DESIGN AND WORKABUTY PRIOR TO ANY
S SCALE 1 : 5 __•-•_.
FABRICATION & CONSTRUCTION WORKS. FABRICATION CONTRACTOR MAY PROPOSE ALTERNATIVE.
i
2 SS MN 2 it
/ TIP FOR
17. INSTALLATION CONTRACTOR SHALL CHECK THE SUITABILITY OF HIS PROPOSED HYDRAUUC
8 _-_. TENSIONING EQUIPMENT BASED ON SPECIFIED MATERIALS SHOWN ON THIS DRAWING.
100 \ GUDE PLATE
II I8. KNEE BRACE CLAMP & KNEE BRACE SHALL BE BLAST CLEAN TO SA 2.5 AND PAINTED KITH 2
(-i') 20mm THK. 10
,..:'-'1FLANGE PLATE COATS OF GLASSFLAKE POLYESTER / GLASSFLAKE EPDXY WITH TOTAL MDFT OF 1200 MICRONS.
19. NEOPRENE COAT SHALL BE BONDED TO I.D. OF CLAMP SHELL PLATE. INSTALLATION CONTRACTOR TO
ri:\ 16mm M. CLAMP ENSURE THAT NEOPRENE SHALL REMAIN BONDED TO THE CLAMP SHELL. BONDING METHOD SHALL
10 ♦ BE PROPOSED BY INSTALLATION CONTRACTOR WITH APPROVAL FROM BSP.
\.7..../ SHELL PLATE
12.7mm 111K. DN250 (273.1 X (--,-, 20. EIGHT OF ASSEMBLY SHALL BE CONFIRMED BY CONTRACTOR AFTER FABRICATION.
NEOPRENE 20mm RIK END 28.58mm W.T) „.1.)
100 PLATE
10'
r
- - --
-EL RISER BE/ID MI I =ME Si 1I
2 gkomm
, roof",
N
2
--- /
x
, 8:16mm MIK. GUIDE PLATE
I 30mm0 DRILLED HOLES
FCR 1428x220mm LG. STUD
207 I BOLT C/A NUTS, LOCK
16mm INK.
® STIFTE
e 4ER 16mm THK. (----
i NUTS & WASHERS (TYP.) 0
STIFFENER PLATE ■LI ELEVATION - HINGE PLATE DETAILS
SCALE 1 : 5
TYP FOR END \
STIFFENERS. /
,o k -0-
20* 20.
75 150 75
___....1
TW.CHAIN PLATE & STIFFENER PLATE DETAILS SEC T ION "B-B"

SCALE 1 , 5 SCALE 1 : 5
____„„-------- DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME: AM09G39058 006NM
.----------
, TITLE: DARAT GAS - OFFSHORE
.---- M' 9 I! KNEE BRACE DETAILS
......____/' BRUNEI
FOR DN300 RISER BEND AT AMGP-09
Brunei Shell Petrol SIZE:
Co. Sdn. Bhd. eurn LOCATION: SCALE: I
AN.09.G.39.035U1 PI01979 DN300 RISER G.A AT AMID-09 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16 JUMI SAA PUSS ...___-/--- DRAWING No.: REV:
Engineering Dept, Serie
DESIGN A11GP-09
GENERAL NOTES DRAWING No REFERENCE DRAWINGS REV DESCRIPTION 81 No DATE DWN CHK
SOURCE
BSP
AM.09.G.39.058/006NM 01
r---
CD
O
CO
LC)
CD
Cr; BEVEL END, NP. (SEE NOTE 3.)
re)
CD
o 0)
z
•
Z
_
TANGENT LENGTH
SEE TABLE BELOW
BEVEL END, 1W. (SEE NOTE 3.)
FIELD JOINT COATING CUTBACK

REFER TO DRAWING NO. AA1.09.G.39.040NIA
BEND SCHEDULE
NOMINAL OUTSIDE WALL TANGENT REQUIRED
PIPELINE / SIZE DOMEIER THICKNESS GRADE TYPE EXTERNAL COATING TYPE BEND RADIUS (R) ANGLE (0) LENGTH QUANTITY DESCRIPTION
J-IUBE (men) (rnm) (mm) (mm) (Pcs.)
GFE 4.8 1000 1 TRANSITION BEND AT AMGP -09
86" 1000 1 RISER BASE AT A/AGP-09

PI01979 DN300 323.9 15.9 ISO 3183 1450 00/MO PSL2 I#-ERW 50 (R=1619.5mm)
4mm THK. 2LPP 30' 1000 2 GOOSE NECK AT ANGP-09
25.75 1000 1 SUBSEA BEND
1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME:AMO9G39058 007NM
2. ALL WELDING SHALL BE IN ACCORDANCE WITH DEP 61.40.20.30-Gen.
3. PIPE END BEVEL SHALL BE IN ACCORDANCE WITH DEP 3140.20.37-Gen. TITLE: DARAT GAS - OFFSHORE
4. QUANTITY SHOWN DOES NOT INCLUDE SPARES.
5. BEND RADIUS IS DISTANCE FROM THE CENTRE OF CURVATURE TO THE CENTRELINE AXIS OF THE :i
i 1 1
. (73) PID1979 DN300 HP GAS PIPELINE FROM RSPS TO AMGP09
BENT PIPE BRUNEI
BEND DETAILS
AM.09.G.39.037U I PID1979 - PIPELINE / RISER SYSTEM SCHEMATIC DRAWING 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16 JUMI
e-R
SAA PUSB
Co. Sdn. Bhd.
LOCATION: SCALE: N.T.S sjzf 7
DRAWING No.:
DESIGN Engineering Dept, Serie
AMPA-09
SOURCE
BSP
AM.09.G.39.058/007NM 01
I AMGP-09 I
---I RISER
tr
TO ANGP-09
'CONCRETE SLEEPER (TYP.) {CONCRETE MATTRESS (TIP.)
i;TOUCH DOWN POINT'

- TOUCH DOWN PONT' TOUCH DOWN POINT I TDUCH DOWN POINT -1 [TOUCH DOWN POINTI7
SEE NOTE 10. (TYP.) ,
_-......irriagiiIIIPLI Air IrBiiriniiiil .111Mithern.--. .._....,...wwill1111111111109111.1r.111111MalliirwiiININN........

I rea BASEI--,
I
KILOMETRE POST (KP.) 10+795.10 10+785 10+775 I I 0+675 10+685 10+655 110+615 10+605 10+595 10+585 10+575 10+565 10+555 10+545 10+535 10+525 10+515 10+505 10+495 10+485 10+475 10+465 10+455 . 10+045 10+035 10+025 10+015 10+005 9+995 9+985 9+975 9+965
I I I
SUPPORT NO. S81 SA1 SA2 SA7 SA4 SA5 SA6 S82 503 SA7 SA8 564
THEORENCM. NEW ('H') OF SUPPORT FROM SEABED (m) 0.40 0.75 0.75 0.75 0.75 0.75 0.75 0.40 0.40 0.75 0.75 0.40
PIPELINE UNSUPPORTED SPAN LENGTH (m) -7-i 19 12 20 17 16 16 2D 12 19 18 12 21 12 18
CROSSING OF EXISTING PIPELINE - SCRAP PIPE -LINEAR DEBRIS (SEE NOTE 9.) - PI00324 - ON300 NET GAS PIPEUNE - PID0025 - D14200 GAS PPEUNE - PID0036 - D14400 WET GAS PPELINE -SON FIFE (4ES8ED RI EE114401. SE NOE 12
CROSSING NO. / CROSSING ANGLE (Degree) - CROSSING-6 / 11' - CROSSING-5 / 9ff - GROSSING-4 / 57 - CROSSING-3 / so. -CROSSING-2 / 38' -CROSSING-I / 24'
APPROXIMATE CROSSING COORDINATE -

E 495905.415 - E 495886.569 - E 495861.384 E 495862.600 E 495870.745 E 495934.434
N 518554.609 N 518437.234 N 518347.925 N 518338.608 - N 518276.203 - N 517788.248
(INSTALL ALLOWABLE UNSUPPORTED SPANS
(INSTALLATION / HYDROTEST /OPERATION) - 28m/34m/22m - 28m/34m/22m - 28m/34m/22m - 28m/34m/22m - 28m/34m/22m -28m/34m/22m
BURIAL STATUS (SEE NOTE 5c.) -EXPOSED - EXPOSED - EXPOSED - EXPOSED - EXPOSED - EXPOSED
KP. OF CROSSING - KP. 10+790D3 - KP. 10+666.39 - KP 10+574.70 - KP 10+565.30 - KP 10+502.37 - KP 10+010.27
VERTICAL SCALE : I: 100

HORIZONTAL SCALE: I: 500
I. ALL DIMENSIONS ME N METRES UNLESS NOTED OTHERWISE

2. THE CROSSING COORDINATES WEN MAY VARY AT THE TIME Of INSTALLATION. OFFSHORE
INSTALLATION CONTRACTOR TO CONFIRM THE SAME ON SITE.
3. SUPPORT HEIGHT, 'H., SHOWN ON THIS DRAWING DOES NOT INCLUDE SON_ SETTLEMENT.
4. PIPEUNE UNSUPPORTED SPAN LENGTHS FOR CROSSINGS ARE CONSIDERED AS PER CORRESPONDING SUPPORT NO SUPPORT PIPE
ALLOWABLE SPAN FOR PIPELINE
SA1, SA2, SA3, SA4, S45, S48,
5. THE CROSSING DESIGN HAS BEEN CARRIED OUT BASED ON THE FOLIOVANG ASSUMPTIONS: CONCRETE SLEEPERS
SA7, SAB, Sal, 932, SEC a 5114
o. MN. REQUIRED SEPARATION BETWEEN THE TOP OF THE COSTING FIPEUNE TO THE BOTTOM
OF THE NEW PIPELINE IS 300mm.
b. THE FOLLOWING CONCRETE COATNG THICKNESS HAVE BEEN CONSIDERED FOR THE EXISTING AT CROSSNG LOCATIONS CONCRETE MATTRESS
PIPELINE IN /COITION TO 4nwn MDT-CORROSION COATING THICKNESS:
DOSING WELK SI71 CONCRETE COATING THICKNESS (mm)

ON150 - 011200 40
DN250 - DN700 50
c. DUE TO UNAVAILABILITY OF DATA, EXISTING PIPELINES ARE CONSIDERED AS FULLY EXPOSED.

d. SEABED IS FIAT THROUGHOUT THE CROSSING LOCATION.
7. OFFSHORE INSTALLATION CONTRACTOR SHALL ESTABLISH EXACT LOCATION OF CROSSINGS AND MAKE
NECESSARY ADJUSTMENTS TO THE CROSSING CONFIGURATION DEPENDING ON SITE CONDITIONS, WHICH
INCLUDE BUT NOT UNITED TO THE ANGLE OF CROSSING, AS LAID LOCATIONS OF THE PIPEUNES,
SUPPORT HBGHTS, LOCATIONS AND ACTUAL BURIED/EXPOSED STATUS OF THE EXISTING LINES AS
CHECKED BY THE DIVERS.
8. EXISTING PIPELINE LOCATIONS SHALL BE IDENTIFIED PRIOR TO INSTALLATION OF THE NEW PIPELINE.
9. SIZE AND DATA OF LINEAR DEBRIS IS UNKNOWN. OFFSHORE INSTALLATION CONTRACTOR TO CHECK
AND VERIFY THE ACTUAL SIZE PRIOR TO INSTALLATION AND MAKE NECESSARY ADJUSTMENTS TO THE ..........------- DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME:AM09G39059 001NN
CROSSING CONFIGURATIONS DEPENDING ON DEBRIS CONDMON.NON.
10. OFFSHORE INSTALLATION CONTRACTOR TO ENSURE THAT ANODES TO BE WITHIN THE TOUCHDOWN
ENVELOPE. MECHANICAL DAMAGE TO THE ANODES SHALL BE AVOIDED. ....----------' TITLE: DARAT AS - OFFSHORE
11. CONCRETE MATTRESS/SEPARATOR GROUT BAG SPECIFICATIONS TO BE SUBMOTED TO BSP FOR
APPROVAL PRIOR TO CONSTRUCTION.
.------------ X•29.11 0 PROPOSED PID1979 (FROM RSPS-01 TO AMGP -09)
AM.09.G.39.060/003NN PIPFJJNE CROSSING SUPPORT DETAILS (SHEET 2 OF 2) ___,------ BRUNEI
12. INFORMATION ON SCRAP PIPE IS NOT AVAILABLE, HENCE OFFSHORE INSTALLATION CONTRACTOR SHALL PIPELINE CROSSING DRAWING
CONFIRM ACTUAL DLAIAETER OF THE EXISTING PIPELINE AND PROVIDE THE ACTUAL NO/S. AND HEIGHT
OF SUPPORT ACCORDINGLY AND OBTAIN APPROVAL FROM BSP.
A1.1.09.G.39.060/002NM PIPELINE CROSSING SUPPORT DETAILS (SHEET I OF 2) 14' ler . ......----- Brunei Shell Petrol
LOCATION: SCALE: AS SHOWN SIZE: Al
Co. Sdn. end.
A1.4.09.G.39.033U1 PID1979 OVERALL OFFSHORE FIELD LAYOUT 01 (ETSR No. 30079829-0010) IFC/IFA 08/2016 JUMI SAA PUSS ___..-------' DRAWING No.: REV:
DESIGN Eng ineering Dept., Serie AmGp_cig
SOURCE
BSP
AM 09 G 39 059/001NM 01
cNi
O A** 72200
O
rn
LU 11I f* • t•i
O lkee sss pervs
0) 41,•4
41k • • do • • ./
/
11"1114:11149:1::tit
re) P14,■ 14k
11..a
•4114) %to 4110 141. .414 0•044P.
• • • NI.
■
6d
Nal LE SS 11••.• .••
. •
• 1
. a;
0 c)
r
C, 444444
ee •0.14
•
1t• 1
41 i
141".
. t.b.
4e
.4044*0
lt •a0•L
N 1 **
*41.411.1w.t 1• 1 114004 e•0 0144•,
i/bdth ira• 4••t ibt•4A a ihr
-1.0
0
10. ir.
impose pplJNEgA 414.140 i.r0e4 1
.4 e.44n .44 10 114.4
MLE 4l" 6.411a14 14
04 4
i4 .4m .01.4 .4 4 e 14"44 10*444
1it
10w4.4g4 1.
6
...1 1,0n.4 1.0 0.
04.4414414 44. If
4
4 .041.4 r4 EXISTING PIPELINE
04.9 444 40
0.46w../.....101.6 h......111F../ 4
4444, 1144 II* 411.• 4444 14.
1.0441*
.144014•41 a411.4014.4011,
464 ■
14•110.0•0011
`16:40
40
CONCRETE MATTRESS (SEE NOTE 3.)
PLAN - TYPICAL PIPELINE/CABLE CROSSING (ANGLE GREATER THAN 30') PLAN - TYPICAL PIPELINE/CABLE CROSSING (ANGLE LESS THAN 30')
SCALE N.T.S SCALE N T S
LINEAR DEBRIS
SCRAP PIPE
6L CL TEL
TOUCH DOWN POINT SUPPORT SA7 SUPPORT SAW SUPPORT SB4 TOUCH DOWN POINT
SUPPORT SB3
ELEVATION - PIPELINE CROSSING NEAR RISER BASE (PC-06) ELEVATION - PIPELINE CROSSING (PC-05) ELEVATION - PIPELINE CROSSING (PC-01)
SCALE I 100 SCALE I : 250 SCALE 1 200
ERTOA1A.09.G.39.059/
SUPPORT HEIGHT
12000
TYP. EASING PIO 0324 $:L E(ISTING F10 0025 L EXISTING PIO 0036
PROPOSED PIPELRIE
CL CL
TOUCH DOWN SUPPORT 581 SUPPORT SA1 SUPPORT SA2 SUPPORT SA3 SUPPORT SA4 SUPPORT SAS SUPPORT SA6 SUPPORT SB2 TOUCH DOWN
POINT POINT
ELEVATION - MULTIPLE PIPELINE CROSSING (PC-02, PC-03 & PC-04)

SCALE I : 200
1. ALL DIMENSIONS ARE IN MIUJAIETRES UNLESS NOTED OTHERWISE DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAM E: AMO9G39059 002NM
2. PIPELINE SUPPORTS SHOWN ON THIS DRAWING ARE INDICATIVE ONLY.
3. CABLE VENDOR SHALL PROPOSE THE TYPE OF CABLE PROTECTION SYSTEM BASED ON THE CABLE TITLE:
SPECIFICATION, SITE CONDITION, INSTALLATION METHOD AND SUBJECT TO APPROVAL FROM BSP.
DARAT GAS - OFFSHORE
4. TEMPORARY KNEE BRACE SHALL BE REMOVED AFTER INSTALLATION OF PIPELINE AND CABLE PULL X`7?9i! PIPELINE CROSSING SUPPORT DETAILS
THROUGH. BRUNEI
5. CONCRETE MAT I IlLSS SPECIFICATIONS SHALL BE SUBMITTED TO BSP FOR APPROVAL PRIOR TO
Lk (SHEET 1 OF 2)
INSTALLATION. AM.09.G.39.059/003N1A PIPELINE CROSSING SUPPORT DETAILS (SHEET 2 OF 2) Brunei Shell Petroleum SCALE: AS SHOWN I SIZE:
Co. Sdn. Bhd.
LOCATION:
A1.1.09.G.39.059NAI PIO 1979 PIPELINE CROSSING DRAWING 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16 JUMI SAA PUSS REV:
DRAWING No.:
DESIGN Engineering Dept_ Sarin
AMP"
SOURCE
BSP
-09 AM.09.G.39.059/002NM 01
AM.09.G.39.059/003NM
1" 100 100
LENGTH CF FOOTING / SUPPORT
400
I
.:1-
SUPPORT
50
'
LENGTH OF NEORIDE PARING
50
TYP. PROPOSED PIPEUNE
PIPELINE 1 ir
,
PPEUNE 12mm THK.
_
_ — -I
NEOPRENE PADDING — \\
r
LIFTING PADEYE (TYR) w T16 HORIZONTAL & VERTICAL BARS 0 20Ornm link PACCfE MP.)
E. i
ir C/C BOTHWAYS .g i h 1
• .
' 4" • I a• • •" • •• '
.' .W, —
m ‘‘,
4 (Ti x . FOR ALL C ) A . a') , • • :
D RAWIN G No:
• . „• • ., LOIN ROM 'SEE M. . • ,

• .4 DEM IN MS DRAWING (TYP.) •,, • § "X 4 . .
a A In lb A
SEABED 4' 4• • • 44 ' • I• • '4 . •
, , •• • 4. ' 1 4 4 • ---
a a 11111
v
V w • 1
•. :%•lii • a. •I ._______
• , tt% •• . • . 1 - z1V, •• L T16 TOP & BOTTOM BARS 0 20Ornm C/C BOTHWAYS
% • •• • \ - GRADE 40 CONCRETE (wP )
•
4 I '••4
1.
• \'.. .. .
•
'. ' •.
1
•' .• • • ., SECTION "A-A" SECTION ''B-B"
,. ' . \" • . '."!
• . ..
.•
. SCALE 1.15 SCALE 1 : 15
" •• .s \ , • • ,j •
4 • . MIGIE OF PADEYE
• ..•: •
N. PROPOSED PPEUNE
EXISTING PIPELINE
I
— —
0 A . .:. • • I / : . • . . .I •
: • , .1'
• . • / • NEOPENE PAODING • •.• •'1 0

•• g .• / 1 •
•• n_o
II ... %Ri
l rommiwINA‘
sig•
Ow ,,,;.
-. .44)
%.%
0
•
' ' *9; • • '1 '' 11 '‘ . • .
0
. •
a , .. .
• . . • . • • . CONCRETE MATTRESS (SEE NOTE 3.)
.----,.....-
--. _,..d
--
"----.-/- - --- 1
B . .
-5.-,;.
.--,
--_-_,----
20x2Omm ()TAMPER ALAMO IlltAlla Mk
(RP. FOR ALL CORNERS) GRADE 40 CONCRETE (TYP.)
V SEABED •
A ,
PIPELINE SUPPORT DETAILS TYPICAL SEPARATOR DETAIL

SCALE I : 15 SCALE 1 : 15
300
OUTUNE OF SUNG &
SHACKLE (INDICATIVE ONLY) 32mm 114K. PADEYE PLATE
PIPELINE/CABLE CROSSING & SUPPORT SCHEDULE W
imumsw
CROSSING COORONATES SUPPORT ONENSIONS (mm) ANGLE 0894 M. 11100881£ SPN4 x
PIFfUNE/CABLE NO. CR°T.IIG KP. EASING PIPBJNE BURL STATUS PRODUCT
CROSSING SUPPORT SUPPORT NO.
EASTINGS NORININGS MGM DUMMY
"L" 1r •1411. '142" •D• DII) 8 =
dr. mmasime
.
SB3, SB4 3000 2000 250 150 2700 33.7 OD
1 10+010.27 495934.434 517788.248 SCRAP PIPE EXPOSED - 4 Ellrff
eMillgellilli
.....
24*
SA7, SA8 3000 3000 250 500 2700 45'
20mm DN. BASE PLATE
2 10+502.37 495870.745 518276.203 PD 0036 - DN400 GAS (WET) PIPELI NE FROM ANDP-15 TO
EXPOSED WET GAS 38" OPERATION : 22 19 r
AUCA-09
SB1, SE12 3000 2000 250 150 2700 33.7
FID1979 3 10+565.30 495862.600 518338.608 PID 0025 - DN200 GAS PPEUNE FROM AMDP-15 TO
ANCA-09 EXPOSED - 60* 8 PLAN — LIFTING PADEYE
SCALE 1 : 5
Pp 0324 - DN300 GAS (WET) PIPELINE FR01/ AMDP-25 TO SAT, SA2, SA3, SA4, OUTLINE OF SLING &
4 10+574.70 495861.384 518347.925 EXPOSED WET GAS 57 SA5, SA6 3000 3000 250 500 2700 45 SHACKLE ONDICATNE ONLY)
AkICA-09
38rnm0 DRILLED HOLE FOR 200 n
5 10+666.39 495866.569 518437.234 LINEAR DEBRIS EXPOSED 9I7 35.1mm• PIN OF 1 1/4•
- - - - - - - - - (SEE NOTE 2) CROSBY G-2130 SHACKLE WITH
6 10+790.03 495905.415 518554.609 SCRAP PPE EXPOSED 11* SYIL.12 TONS. 22.mmll SUNG - A
WITH SWL=28.5 METRIC TONS. .---
4,
En
La
TOP OF
32mm RIK. PADEYE PLATE S CONCRETE
11
o 20mm THK. BASE PLATE
ELEVATION - LIFTING PADEYE

SCALE 1 : 5
1. ALL DIMENSIONS ARE IN MIWIAL1RES UNLESS NOTED OTHERWISE. ___..------- DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME: AMO9G39059 003NN
2. SUPPORT HEIGHT GIVEN DOES NOT INCLUDE SOIL SETTLEMENT.
3. CONCRETE MATTRESS SPECIFICATIONS SHALL BE SUBMITTED TO BSP FOR APPROVAL PRIOR TO TITLE: DARAT GAS — OFFSHORE
INSTALLATION. ...-----------
..------"---- X‘..ii 9.H PIPELINE CROSSING SUPPORT DETAILS
_______------- BRUNEI (51
(SHEET 2 OF 2)
AM.09.G.39.059/002NM F1PEUNE CROSSING SUPPORT DETAILS (SHEET 1 OF 2) i tO _,..-------- Brunei Shell Petroleur'
LOCATION: SCALE: AS SHOWN SIZE:
AM.09.G.39.059NM F1D 1979 PIPELINE CROSSING DRAWING 01 (ETSR No. 30079829-0010) IFC/IFA AUG' 1 6 JUMI SAA PUSB .-------- Co. Sdn. Bhd.
DRAWING No.: REV:
DESIGN Engineering Dept., Sena
SOURCE
BSP AmPA-°9 AM 09 G 39 059/003NM 01
V MS1 ms'
TO SURVEY VESSEL
MUDLINE MUIDLINE MUOLINE
STAGE 1 STAGE 2 STAGE 3

• JACKET FACE SURVEY SHALL BE CARRIED OUT AT PLATFORM BY DIVER OR ROV AM) THE APPROACHES SHALL BE CONFIRMED THAT THE PROPOSED • CLAMPS SHALL BE TRIAL-FITTED IN THE FABRICATION YARD PRIOR TO OFFSHORE INSTALLADM. • UPON THE COMPLETION OF INSTAUJNG THE CLAMPS, A DETAILED AS-BUILT SURVEY SHALL BE CONDUCTED AND RECORDED.
LOCATION OF RISER IS NOT INTERFERING WITH THE EXISTING PLATFORM FAOUTIES, AND ALSO TO CONFIRM ALL DIMENSIONS, ELEVATIONS AND • INSTALL HANG-OFF SLEEVE CLAMP. • A SURVEY TO DETERMINE THE ACTUAL WATER DEPTH AND PLATFORM/JACKET BRACE ELEVATIONS SHALL BE PERFORMED BY DIVER OR ROV.
SUBSEA PIPEUNE BEARING. • INSTALL GUIDE CLAMP. • OFFSHORE INSTALLATION CONTRACTOR SHALL PREPARE RISER MAKE-UP DRAWING BASED ON THE ACTUAL WATER DEPTH AND PLATFORM/JACKET
• BATTER ANGLE TO BE CHECKED TO ENSURE CORRECT ANGLE AND POSITION OF THE SUBSEA RISER CLAMPS AND BEND ANGLE (RISER BOTTOM, • THE DIVER WILL GUIDE THE CLAMPS INTO ITS PROPOSED POSITION ACCORDING TO THE MARKING DONE DURING CLEANING PROCESS BRACE ELEVATIONS. RISER SHALL BE FABRICATED BASED ON THE APPROVED RISER MAKE-UP DRAWING.
INTERSECTION & TOPSIDE) • ONCE THE CLAMPS ARE IN POSITION, CLOSE THE JACKET BRACE CLAMP AND INSTALL THE BOLTS AND NUTS. TIGHTEN ALL NUTS USING IMPACT
• CLEAN THE AREA OF THE BRACE AT THE PROPOSED RISER CLAMP LOCATION FROM MARINE GROWTH, RUST, ETC. PROVIDE PROPER MARKING AT WRENCH UPON CONFIRMATION OF CORRECT POSITION.
THE PROPOSED RISER CLAMP LOCATION FOR EASY IDENTIFICATION. • THE RISER CLAMPS SHALL BE IN OPEN POSITION SECURED WITH A ROPE FOR EASE OF SETTING THE RISER INTO THE CLAMPS
• OFFSHORE INSTALLATION CONTRACTOR TO CARRY OUT SEABED SURVEY TO CLEAR OUT ANY DEBRIS AT SEABED. • ENSURE NEOPRENE LINER ON THE CLAMPS ARE INTACT PRIOR TO INSTALLATION.
• JACKET ANODE IF FOUND INTERFERING/CLASHING WITH RISER CLAMP LOCATION IS TO BE REMOVED AND REINSTALLED AT THE NEAREST SUITABLE
LOCATION.
• CHECK THE K-BRACE LOCATION FOR CLASHING.
;Is
Ti,
11.%
83 36
IP
*7:6
TUGGER WINCH
*1
1
1
MAIL
A
M /IL
71 111. 11
1 ■
75;s: :11
n` 41111=M11
TAG LIE
MSL ML
V S
MUDUNE MUDUNE
T
STAGE 4 STAGE 5
• LAY THE PIPEUNE TO ITS PROPOSED ROUTE. CHANGES IN DIRECTION, CROSSING LOCATIONS, ETC. SHALL BE PROPERLY RECORDED. • PRE-INSTALLED THE TAG LINES FROM THE BARGE.
• ROV TO MONITOR PIPE LAYING OPERATION. •
•
•
SWING CRANE TO STERN OF THE BARGE. AND SECURE RISER AND CONNECT LOOSELY THE TAG AND TUGGER
RIGGED-UP THE RISER ON THE BARGE DECK, LIFT THE RISER UPRIGHT USING BARGE CRANE.
LIE
PLATFORMMOHBYFROM
SWING CRANE TOWARDS THE PLATFORM AND SLOWLY POSITION THE RISER TO THE REQUIRED FACE OF TIE
THE PLATFORM.
USING THE TAG LINE FROM THE PLATFORM AND TAG LINE FROM THE BARGE.
• ROV TO MONITOR THE RISER AS IT POSITION ITSELF INTO THE CLAMPS.
I. INSTALLATION ARRANGEMENT AS SHOWN ON THIS DRAWING IS INDICATIVE ONLY. INSTALLATION DO NOT ALTER THIS CAD DRAWING MANUALLY CAD FILE NAME:M109G39060 001NA4
CONTRACTOR SHALL PERFORM DETAILED AND INDEPENDENT INSTALLATION STRESS ANALYSTS BASED
ON THEIR PROPOSED EQUIPMENT AND INSTALLATION PROCEDURE. INSTALLATION ANALYSIS, PROPOSED
EQUIPMENT & INSTALLATION PROCEDURE SHALL BE SUBMITTED TO BSP FOR APPROVAL
TITLE: RAW GAS - OFFSHORE
2. PROPOSED LOCATION OF INSTALLATION BARGE AND WORK BARGE SHALL BE VERIFIED BY SM. M:?9}! RISER & PIPELINE SPOOL INSTALLATION SCHEMATIC AT
3. INSTALLATION BARGE, ROTA, & DIVERS AS SHOWN ON THIS DRAWING ARE INDICATIVE ONLY AND BRUNEI
DOES NOT REFLECT THE ACTUAL BARGE VESSEL & ROVs TO BE USED DURING INSTALLATION. AT AMGP-09 (SHEET 1 OF 2)
4. LIFTING ACTIVITY SHALL BE CARRIED OUT UNDER CALM & CONTROLLED CONDITIONS. /41.09.G.39.060/002NIA RISER & PIPELINE SPOOL INSTALLATION SCHEMATIC AT ANGP-09 Brunei Shell Petroleum
5. PLATFORM SHOWN IS INOICATIVE ONLY. LOCATION: SCALE: N.T.S. I SIZE .
AIA.09.G.39.017NM OVERALL FIELD LAYOUT 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16 JUMI sm RUM
Co. Sdn. Bhd.
DRAWING No.: REV:
CHK DESIGN
GENERAL NOTES DRAWING No REFERENCE DRAWINGS REV DESCRIPTION BI No DATE DWN
SOURCE
BSP
ANG "9 AM.09.G.39.060/001NM 01
N
O
O
O
co
O
C) 38
C. I I
INSTALLATION BARGE (SEE NOTE 3.)
M sL
[MOE
MUDLINE
STAGE 6 STAGE 7
• ONCE THE THE RISER HANG—OFF SLEEVE IS IN PLACE ON TOP OF THE HANG—OFF SLEEVE CLAMP, CLOSE ALL SLIDING CLAMP & SECURE IT CORRECTLY. • INSTALL THE PIPELINE SPOOL, 11E—IN METHOD WILL BE USING SUBSEA 11E—IN FLANGE CONNECTION.
• ORIENTATE RISER INTO ITS FINAL POSITION, AND HAVE THE BOLT MOONED TO THE REQUIRED TORQUE USING HYDRAULIC TENSIONING EQUIPMENT. • ROV TO LICIITOR PIPELINE SPOOL INSTALLATION.
• COVER THE TOP OF THE RISER NTH GUNNYSACK & SECURE IT IN POSITION.
• DE—RIG ALL PLATFORM RIGGING EQUIPMENT.
• DIVER OR ROV TO SURVEY & RECORD THE AS—INSTALLED CONDITION OF RISER.
l3n) 3B
I I
INSTALLATION BARGE (SEE NOTE 1) INSTALLATION BARGE (SEE NOTE 3.)
!MilVe% g
ri Aill=0-el
tAMP011ffitIMElf ,„441 Ism
MSL
_________ MOM MI INIM INIMINIM MS1 _ • MI In • M.1_011 IN MI
VPIPELK 11E-IN SPOOL

PIPELINE SPOOL /PIPELINE
MUDUNE
STAGE 8 STAGE 9
• DIVER OR ROV HALL SURVEY & RECORD ACTUAL FLANGE TO FLANGE DISTANCE BETWEEN THE PIROJNE AND THE P1PEIJNE SPOOL OFFSHORE INSTALLATION CCNTRACTOR SHALL PREPARE TIE—IN SPOOL MAKE—UP DRAWING TAKING INTO ACCOUNT ACTUAL DIMENSIONS ON SITE • UPON COIPLETION OF ALL INSTALLATION ACTPATY DEMOBIUM ALL BARGE VESSELS, EQUIPMENTS, ETC.
• FABRICATE PIPEUNE TE—IN SPOOL BASED ON THE APPROVED 11E—IN SPOOL MAKE—UP DRAWING.
• INSTALL PIPELINE TW—IN SPOOL., TIE—IN MEDICO WILL BE USING SUBSEA TIE—IN RANGE CONNECTION.
1. INSTALLATION ARRANGEMENT AS SHOWN ON THIS DRAWING IS INDICATIVE ONLY. INSTALLATION DO NOT ALTER THIS CAD DRAWING MANUALLY I CAD FILE NAME:AN09G39060 002NM
CONTRACTOR SHALL PERFORM DETAILED AND INDEPENDENT INSTALLATION STRESS ANALYSTS BASED
ON THOR PROPOSED EQUIPMENT AND INSTALLATION PROCEDURE. INSTALLATION ANALYSIS, PROPOSED TITLE: DARAT GAS - OFFSHORE
EQUIPMENT & INSTALLATION PROCEDURE SHALL BE SUBMITTED TO BSP FOR APPROVAL
2. PROPOSED LOCATION OF INSTALLATION BARGE AND WORK BARGE SHALL BE VERIFIED BY STAR. .1-! RISER & PIPELINE SPOOL INSTALLATION SCHEMATIC AT
3. INSTALLATION BARGE, ROTA. & DINERS AS SHOWN ON THIS DRAWING ARE !MACAW ONLY AND BRUNEI
AT AMGP-09 (SHEET 2 OF 2)
DOES NOT REFLECT THE ACTUAL BARGE, VESSEL & ROV's TO BE USED DURING INSTALLATION.
4. UF11NG ACTITCY SHALL BE CARRIED OUT UNDER CALM & CONTROLLED CONDITIONS.
5. PLATFORM SHOWN IS INDICATIVE ONLY.
AM.09.G.39.060/001NM
AM.09.G.39.033NM
RISER & PIPEIJNE SPOOL INSTALLATICN SCHEMATIC AT AMGP-09
OVERALL FIELD LAYOUT 01 (ETSR No. 30079829-0010) IFC/IFA AUG'16
24-
JUMI
152-c
SAA PUSS
Co. Sdn. Bhd.
LOCATION: SCALE: N.T.S.
DRAWING No.:
I SIZE:
REV:
DESIGN Engineering Dept, Seria
SOURCE
BSP "P-09 AM.09.G.39.060/002NM 01
498000 E 499000 E 500000 E
z
OFFSHORE SECTION OF Lima Nor ROE 4.1
PIPEIJNE ROUTE DATA Lamm
COORDINATES
PROPOSED P01979.
REFER TO DWG. No. 17P-14 POINTS lg.
EMT= OW NORTHING Ws
WARMS
SEND
MOL
91361111 _ - 110 0, TAW NOM
OS R
0.E01101.
00•101. CAM MT
AM 09 G 39.03311 FOR -• VW I OW* 002101101 ,4 0 / 3 X
SECTION •■ • s wanc• 10•10 0
THE OFFSHORE 11 - - WL0 MR 11000002/02012. Pon
PIPELINE FIELD LAYOUT SP 0.060.00 49956701 5080133.716 , 70727 Iff - - - VII CI IMO 00 MIMI KO
RC-01 0.011 71 499509335 500006.477 1 - - - ..- 4444 OK 91.0944014 MU 000 POP
I MC-07
i
o
10110000110001100
PC-01 01011124
P-01 0.02337
490605.815
499610.936
50600700
501009272
-
' 34r 27 107 orr
-
HON.
-
so
9 ....
--- 01110010100. CAL KW
WNW
00 SMOOT
OBS
' PC-02 0.0312 499037.130 5a25.071 - - - °Vlie MAW PUN
14W.P401111•PRC U01/
491809793 500026.470 - - - ,•, MOO •.00, 001
PC-03 0.040.71 MIS fa
PC-04 0.04129
PC-0B 1 0.042.
4911106.859
411111011322
508027.020
500029426
-
-
-
-
-
-
•
•
CON4ED/003:0C/50.020 •
WM wflor• tfl ,“ .•(1)
soma
• MImica
DIALIC 00CS IR al
101•14∎01/101
•
PC-08 P 49006251 50026_720 - - - • kw= .., a•cnrcu

1•010•
--- anal MC
0 *ma
II la PC-07 0.107.14
PC-01 i 0.107 32
409601235
01681.1111
500911352
501001.225
-
-
-
-
-
-
10.0.0.
MOPED 14 4 Me**
• JAM, 1101
-
0
0/01
LK It UCIOM •/000
PC-00 ► 0.107 4111801.175 500001202 - - - PRINS
•
IiesmaL
.... N • SUPER • 1110TXMLE MCI
PC-10 0.10741 40681.173 501001.311 - - - --
-
011,004014/000, .)0
Gsa0.1Rmotoom/sPur • 0 WO
nom(
00-10111/00.
ToC041Y000 POST
MUM
PC-11 0.10628 4911310989 500392.150 - - - 11 OPLIL OSNINUIEM POW
oarrl/06111_0021va/ • VW PK
PC-12 0.100 4911390.791 508092.882 - - - 7901 - Malt •PIER off
-- • POMPOM .. wilt
PC-13 r 0.1011 40600.595 501093.7011 - - -
/011.10
9010 S
G
PC-14 0.11053 4186110.442 501004.347 - - - -
W•D:1.0
01• 0• ,
00PUPS•
10,1/•1•••+0/ -
0
t
i
age.
002301C MEOW
WOO 03 Maga
PC-16 0.111.04 491810321 509061.846 - - - • EST POST /0 SITITI MIT
cb ti
0 RC-02 ► 0.113. 40689.7311 510197275 - - - o
Mt
ROWE CAME
•
•
0
OWINCIOT P0111
CRAM al
• Flo0 • UMW POO
P-02 r 0.129 490051132 506113 483 2507 27 117 9171408. 50 • a me IV LONFRU MIT
W-03 0.314.111 40640550 508070.080 sser 77' Or 97 HO1 . 50 • SOSO OPE PC MU=MOM
. MOE PR C 00
IP-01 008207 4011390.10 506106.717 Mr 2r mr Or NOR. 50 • m. MO
• -s e PC-IS 1 0.3111 490311106 506102.02 - - -

• 1IE0122 r•Pli OM
OM
'S• e 400371280 608101.4114 - - -
• 41•110 MT
PR NIR
-0 'O RC-03 0306.25
^0 50078.70 NV 271r 90. NOR. 50
0 W05 0.443. 490309764
o
lr:
17
o L_ ilnd' Qat(' 0
INN
07-07
0.524
0.50.1
4030643
411252.171
5051011013
505073.012
25727107 RP NOR
307271r SW Halt
51)
50
IMPPING PARAMETERS
CP-0 0.07.4 461209.341 5011001313 - - - NMI MINIVNIC 109 1506 ISIS 0912,41110
A 071 _ Crti 3'84'FDaprr
- MIMEO MIST NMI (1117 COMM*
P-08 - 410209.752 500001.703 307 sr 1r 0.7 HOE 5000
13 ,0
1401150 RS 01811 1018/101 IMO 01) (102_2111173)
jrNe 0 \I-J.7 1r3- 17-01 459201.165 506002.097 - - -
420AI PC-17 1.54222 490471459 506195.462 -

-
- -
PIPELINE a CABLE CROSSING SCHEDULE pee MOTEL)
PC-18 11647.05 40847100 506196.112 - -
PC= 1164822 486470.464 506489.833 - - - z MARK DESCRIPTION
2c-a 0 1.648.75 401470.036 508489_132 - - - PROPOSED 649100FIREWATER UNE FOR NEW OOP
PC-01 FACILITIES
RC-04 `1.59100 40162227 508604325 - - -
PROPOSED PORNO - 014100 700409* FROM TERANAN
P-011 1•582. 40442375 500617.790 331P 57 it 39 HOP. 50 PC-02
WELL TO RSPS411
CP-10 i.essis 011400.07 50626.768 - - - PROPOSED P101970 - 061100 FLOWLME FROM TEAROOM
PC-03
NELL TO NIPS-01
W-10 1 - 408309.590 50026037 3473927 1007 HOB. 5000
PROPOSED PD1971 - 0E100 IkOVOLINE FROM KAL.01
TP-10 11.703.53 40930t 508631.141 - - - PC-01
WELL TO RSPSOI
CP-11 1.900 063211.0811 506826.04 - - - PROPOSED P01972 - 0E100 R.OWLINE FRONIKALOI
PC-015 WELL TO 9011801
W-11 - 49029.751 508827361 34P 9 Tr o.r NON NOD
PROPOSEDP101177 - ONSO INSTRUMENT MR UNE FROM
PC-01
107-11 14112211 N1349422 506021030 - - - TOWBAR WELLPAD TO RSPSOI
0 CP-12 491117337 50740011 - - - P01298 - 01450 GAS (MY) PIPMIPE FROM 997901 TP
PC-07
RS-41
1P-12 - 4811100889 074611.600 35073827 15.710311 5000 PO1205 - 0050 CHEMICAL MERE FROM 007801 TO
PC-09 RS-11
7P-12 2412 418100563 50749108 - - -
PC-09 TELEC0111 LOPE
1P-13 2•74401 4981001361 5071125.4811 707 38 27 sr NOR. 50
P01001 - 001100 MULDPHASE OAS PIPELME FROM RS4
RC-05 2.71051 406115210 507029.420 - - - PC-10 TP RSPS-01
P-14 2.8116 4025200 5071513003 348•3927 Or NOR. 50 PC-11 ELECTRICAL CABLE UNE
11C-04 PC-21 1
7 2.917 1
S 49124150 507673.401 - - - PC-12 ON150 FREWATER LIE RASAU•4W.4 TORS-RHO
IMPORTANT CONSTRUCTION NOTES: PC-20 NC-OS 2401. 401247.705 507677.791 - - - 6013

P0110 - ON200 MULTIPHASE ON. PIPELINE FROM
ROMN-01 TO REPS-01
P01257 . MOO GAS (SET) PPM= FROM TO Remo
P-I5 HOPI 4912132211 507948.110 297 311 2T 57 NOR. 50 6014
LFP (REFERRED TO ONSHORE GRID): 955001
CP-14 3.172. 4961411349 507975.729 - - - P1311811- 649150 MILTIPHASE OR. PIPELINE FROM
E 4911045.809 , N 508006.309 PC-15
LFP (REFFERED TO OFFSHORE GRID): P-10 - 49810.3M 507876.202 2817 29 4r 1 .11.)4oR woo 00111441 TO 987S01
..... PC-18 ELECTRICAL CARE USE
E 4980411.561 , N 508005.246 MN 3.175.56 40138.80 507876.007 - -
P113990 - 074300 INOUSTRAL WATER FROM SOTER TO
P-0 3.249_47 401060154 507901 06 34P 29 407 Sr NM 50 PC-17 RSPS-01
ONSHORE TO OFFSHORE COORDINATE RC-07 3.25302 440009.173 507905.018 - - - P09118- DPN 00 GAS (ORM) PIPELINE FROM SGTER TO
PC- I1
CONVERSION: RSPS-01
4', -79, LFP 3.354.75 498045.909 508006.308 - - - P09117 - ON150 CRIME Olt. PIPELINE FROM RSPS-01 TO
EASTII4G +2.652m. NORTHING • -0.363= PC-10
SOTER
04
THIS IS DUE TO DIFFERENT COORDINATE "1444.0 Joo PC-20
P10989 - 014150 CRUDE OIL PIPELDE FROM RSPS-01 TO
501E1
CONVERSION FROM IIISS84 FOR ESP PC-21 4500 00VERNDIFJE (JKR) WATER MERE
ONSHORE & OFFSHORE APPUCATIONS. 1
ROAD CROSSING SCHEDULE ow scam
ALL ONSHORE ELEVATIONS ARE REFERRED GE] CO
NARK onsconnwow
TO MSI. (MEAN SEA LEVEL) WHILE OFFSHORE NEW CONTROL ROOM- RC-01 NEW ROAD FOR SEW OOP FACILITES
ELEVATIONS ARE REFERRED TO CD (CHART 140-02 DIRT ROAD TO RS-06
DATUM BRUNEI OPEN WATER). ..■
,A1,,.....1.1"- C MMIE
_ RC-03 AN SUNOAI TEROWARRASAU
lk 4\r4:43:1= RC-04 EN. SIMON TERMIN1
CHART DATUM (BRUNEI OPEN WATER) ROCI5 314 SUNGAI MINOAN
+1.13n. ANL 0) e ock RC-06 AN. WHOM TUJOH
cm .11/44.... RC-07 DIRT TRACK
ONSHORE & OFFSHORE CONTRACTOR (INCL ,leit_
COFFERDAM CONTRACTOR) TO TAKE INTO MI i.O1
CONSIDERATION THE VARIOUS VERTICAL & OM \ . PRODUCTION
001100 BOWLINES & 01150 INSTRUMENT o 50 75 140 210 240 330
HORIZONTAL REFERENCE DATUM. AIR LINE. REFER TO DWG. NO. R.WPPL.39.067U1 Miro
STATION
498000 E 499000 E 500000 E

FOR INFORMATION
1.
12.
Al COORDINATES ARE REFERRED
THE COMEDIES
BENING REFERS NC
TO
ME COEN
10 REGROSANGLE
RECITED 9E0
10 DianaIETRES
ORD101MHIC (BORNEO GRID).
10 HE MINE, NEASURO) LLOCKISSE. Al REFERENCE
1=i - START/DEAN PONTPCNOSAT RSPS-01
SUBSEQUENT IV.
IS ON NCO AWING
IRE ON NOD FINAL BEOIANDL/PPMC PLOT RIK HENCE.
MIL DE START/E-N PONT AT RSPS-01 IS FINERED.
TO GRO 1101111. R.W.PPL39.080/003149 Tr. Gasman( PPEUNE. FEMMES. N EEE NENUI POST DORS DO NOT ALTER THIS CAD DRAWING MANUALLY CAD FILE NAME: RWPPL39060111
4. 014511CRE A OFFSNOIE INSTALLATION CCNIRACTOR SitML NAPE THE mEcEssmw AnnAwanna (Le.
ESTAHJSHIENT OF COWEN 0711101 POINTS EOIONIARKS, AUGMENT INTERFACE CRANKS. ETC.) TO R.W.PPL.39.080/002181 TYNCAL PIPELINE R ROAD CROSS1146 BETAS TITLE: DARAT GAS PROJECT
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14411

AEP-JRM-GEN-CG-8417-0007 Face Survey Procedure For Year 2017 - REV03 - IAP - 29aug

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Brunei Shell Petroleum Company Sendirian Berhad

C130505 – Subsea Installation Contract

Transportation and Installation of Pipelines in CY2017

AUTHOR: J. Ray McDermott Far East, Inc. – Brunei Branch

Brunei Shell Petroleum

Project: AEP Asset Engineering Projects

J. Ray McDermott Far East, Inc

Originator: Kasuma Ahmad

If applicable, please resubmit documents before due date

Raised by: Nur-Azreena Amit Date signed:

Project document control Signed for receipt:

Notice and Warning

8.1.1 Task Plans – AMGP09 Platform ....................................................... 28

1.2 Total Work Scope

Following is the summary of CONTRACTOR’s total work scope;

Figure-1 PID1979 Field Layout

Figure-2 PID1893 Field Layout

Figure-3 Tow Routes to Ampa Field

1.3 PID1979 Darat Gas Pipeline Scope of Work

 1 No. Subsea Pipeline

 1 No. Pipeline Riser at AMGP09

 Trenching (offshore) and beach pull for shore approach

1.4 PID1893 Fairley Ampa Pipeline Scope of Work

 1 No. Subsea Pipeline

- DN300 (OD = 323.9mm), CS, 23.4Km, 12.7mm WT from FACP04 to AMRJ01

 2 No. Pipeline Risers

- 1 No. Riser at FACP04

1.5 Purpose of this Document

1.6 Responsibility Matrix

For avoidance of doubts, the responsibility matrix is the following:

S/N Scope of Work McDermott Subcontractor

Perform jacket face survey using onboard ROV and

1 CONTRACT C130505 Subsea Installation Contract

2.2 JRM Internal Documents

1 MDR-GLOBAL-L2-HSE-002-01 to 09 HSES Administration Manual

2.3 Project Specific Documents

1 AEP-JRM-GEN-AA-5760-0001 Project Execution Plan

2 AEP-JRM-GEN-HS-5798-0001 Project HSES Management Plan

7 MPM-JRM-GEN-QA-5798-0001 Project Quality Management Plan

9 AEP-JRM-GEN-CX-5880-0010 Air Diving Manual

11 AEP-JRM-GEN-CG-8417-0003 ROV Procedure

CONTRACT “CONTRACT” shall mean the terms and conditions of this

PPE Personnel Protective Equipment

4 Environment, Health and Safety

 Ensure each individual is aware of and understands his/her roles and

4.4 Management of Change (MOC)

In circumstances where the immediate safety of personnel or equipment is in jeopardy,

All activities and operations shall be performed and completed in accordance to QA

5.1 Survey Vessel

5.1.1 Survey Spread

5.1.2 Air Dive Spread

5.1.3 ROV Spread

5.2 Vessel Operations

 Bourbon Supporter – DP System FMEA: 9480784_FR_L150019 Rev.0

5.3 Development of Activity Specific Operating Guidelines (ASOG)

5.4 Vessel Positioning Trials

5.5 Vessel on Site – Commencement of Diving Operations

5.6 Resumption of Diving Operations

5.7 DP Alert Responses