Jacket

PHE WMO Description

2. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 1 of 43

Revision Log Register
Document Number : PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002
Document Title : Jacket General Fabrication and Erection Procedure
Revision : 1

Page Date Revise PHE WMO Reviewer
All Page 7 September 2015 First Issue for Review

All Page 30 September 2015
Decrease font size for header & footer
to Arial size 8
1 of 35 30 September 2015
Change page numbering, now page 1
starts from Revision Page
2 of 35 30 September 2015
Re-formatted the table of content, now
it follow the proper format
4 of 35 30 September 2015
Changed “introduction” to “purpose”
and added scope section
5 of 35 30 September 2015
Added document reference for tag
numbering and painting
6 of 35
30 September 2015
Remove material tracking system
section, this procedure shall be
merged with

6 of 35 30 September 2015 Added load out section

6 of 35
30 September 2015
Added document reference for
dimensional control, boat-landing trial-
fit and load out

7 of 35 30 September 2015 Added value and reference of lift load

7 of 35 30 September 2015 Added inspection body

11 of 35 30 September 2015 Added explanation for coating area

11 of 35 30 September 2015 Changed padeye/trunion fabrication

7, 8, 9, 11,
12, 14, 17, 18
30 September 2015
Added flowchart of Fabrication,
Erection, and weighing process for all
jacket

20 of 35 30 September 2015 Added Load out procedure section

All page 10 October 2015 Increase page number font size to 9

5 of 43 10 October 2015 Added “Abbreviation” section

6, 16, 28 10 October 2015 Fixed grammatical error

7 of 43 10 October 2015 Material issuance flowchart

10, 12, 14,
16, 18, 22, 23
10 October 2015
Fixed general fabrication and erection
flowchart

3. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 2 of 43

10, 12,14,
16,18,21,26
10 October 2015 Added matrix of responsibility

29,30,31 10 October 2015 Fixed Load out procedure

All page 18 October 2015 Fixed grammatical error

11, 13, 15,
18, 20, 24, 29
18 October 2015
Changed matrix responsibility format
into RACI format
All Page 10 November 2015 Approved for Construction

18, 19, 20, 21 10 November 2015
Revise installation diagonal bracing
from leg A & leg B to caisson is
perform after caisson fitted up on
support stools.

Appendix 2.1 10 November 2015
Revise PHE-12 and PHE-24 general
fabrication and erection drawing.

4. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 3 of 43

Table of Contents
1.0 PURPOSE .............................................................................................................................................. 6
2.0 SCOPE ................................................................................................................................................... 6
3.0 REFERENCES ....................................................................................................................................... 6
4.0 ABBREVIATION ..................................................................................................................................... 7
5.0 PREPARATION ...................................................................................................................................... 8

5.1. Yard Preparation ..................................................................................................................................... 8
5.2. Material Issuance .................................................................................................................................... 8
5.3. Tag Numbering ....................................................................................................................................... 8
5.4. Blasting and Painting .............................................................................................................................. 8
5.5. Dimensional Control ................................................................................................................................ 9
5.6. Scaffolding Erection and Dismantling ...................................................................................................... 9
5.7. Boat Landing Trial Fit .............................................................................................................................. 9
5.8. Skid Framing and Multiwheel .................................................................................................................. 9
5.9. Load-Out ............................................................................................................................................... 10
5.10.Lifting Analysis ...................................................................................................................................... 10
6.0 JACKET FABRICATIONS AND ASSEMBLY ...................................................................................... 11

6.1. PHE-12 Caisson and Diagonal Bracings Fabrication ............................................................................ 11
6.2. PHE-24 Caisson and Diagonal Bracings Fabrication ............................................................................ 13
6.3. CPP2 Jacket Bracing and Panel Fabrications ....................................................................................... 15
6.4. Boatlanding and Conductors Frame ...................................................................................................... 17
6.5. Padeye/Trunion Fabrication ....................................................................................................
.............. 17
7.0 ERECTIONS AND INSTALLATION ..................................................................................................... 17

7.1. Jacket Temporary Support .................................................................................................................... 17
7.2. PHE-12 Jacket ...................................................................................................................................... 18
7.2.1. PHE-12 Jacket Erection ................................................................................................................. 18
7.3. PHE-24 Jacket ...................................................................................................................................... 20

5. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 4 of 43

7.3.1. PHE-24 Jacket Erection ................................................................................................................. 20
7.4. CPP2 Jacket ......................................................................................................................................... 22
7.4.1. CPP2 Skid-framing Erection and Temporary Support .................................................................... 24
7.4.2. CPP2 Panel 1 Level El. (+) 15’-0” .................................................................................................. 24
7.4.3. CPP2 Panel 2 Level El. (-) 21’-0” ................................................................................................... 24
7.4.4. CPP2 Panel 3 Level El. (-) 60’-0” ................................................................................................... 24
7.4.5. CPP2 Panel 4 Level El. (-) 113’-6” ................................................................................................. 24
7.4.6. CPP2 Panel 5 Level El. (-) 175’-0” ................................................................................................. 25
7.5. Boatlanding ........................................................................................................................................... 25
8.0 WEIGHING ........................................................................................................................................... 26

8.1. PHE-12 ................................................................................................................................................. 28
8.1.1. PHE-12 Jacket Weighing Preparation ............................................................................................ 28
8.1.2. PHE-12 Jacket Weighing ............................................................................................................... 28
8.2. PHE-24 ................................................................................................................................................. 28
8.2.1. PHE-24 Jacket Weighing Preparation ............................................................................................ 28
8.2.2. PHE-24 Jacket Weighing ............................................................................................................... 29
8.3. CPP2 .................................................................................................................................................... 29
8.3.1. CPP2 Jacket Weighing Preparation ............................................................................................... 29
8.3.2. CPP2 Jacket Weighing .................................................................................................................. 29
9.0 LOADOUT ............................................................................................................................................ 29

9.1. PHE-12 Jacket ...................................................................................................................................... 29
9.2. PHE-24 Jacket ...................................................................................................................................... 30
9.3. CPP2 Jacket ......................................................................................................................................... 31

6. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 5 of 43

APPENDIX – 1 : YARD LAYOUT
APPENDIX – 2 : FABRICATION SEQUENCES
APPENDIX – 2.1 : PHE-12 & PHE-24 JACKET FABRICATION SEQUENCES
APPENDIX – 2.2 : CPP2 JACKET FABRICATION SEQUENCES
APPENDIX – 3 : LOAD-OUT
APPENDIX – 3.1 : PHE-12 & PHE-24 JACKET LOAD-OUT
APPENDIX – 3.1.1 : PHE-12 & PHE-24 JACKET STOWAGE PLAN
APPENDIX – 3.1.2 : PHE-12 & PHE-24 JACKET LOAD-OUT SEQUENCES
APPENDIX – 3.2 : CPP2 JACKET LOAD-OUT
APPENDIX – 3.2.1 : CPP2 JACKET STOWAGE PLAN
APPENDIX – 3.2.2 : CPP2 JACKET LOAD-OUT SEQUENCES

7. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 6 of 43

1.0 PURPOSE
The purpose of this procedure is to briefly describe major activities in the fabrication and erection of
PHE-12, PHE-24 and CPP2 Jacket which will be fabricated at PT. Gunanusa Utama Fabricators
(PTG) Yard. ThePHE-12, PHE-24 Jacket will be fabricated at area between jetty-1 and jetty-2 while
CPP2 jacket will be fabricated on jetty-2. The PHE-12, PHE-24 will be transported to barge by using
Multiwheel method while the CPP2 Jacket uses skidding method.
To accommodate fabrication, Construction Engineering Dept. will support Fabrication Dept. by issuing
pertinent documents such as: shop drawing, MTO, cutting instruction and template as necessary.
Such documents will also be issued to QC Dept. and client.
Some following detail procedures, which are needed during fabrication and erection, will be prepared
and issued separately with achieving status “AFC” (approved for construction) first prior to execution at
yard. Please see Section 3 “Refrences” for list of the following procedure.
Main components such as design drawing from Engineering Company, fabrication and erection area
plan, manpower plan, material arrival, NDE plan, weld map, inspection and test plan, tools, equipment,
and consumables shall also be controlled prior the work execution and during the execution to allow
schedule leveling.
Fabrication activity will be carried out inside shop area, as much as possible, and in open area where
detail of location as guided by yard layout which will be updated and issued monthly.
Regular briefing will be conducted to make sure that fabrication and erection works performed in
accordance with the approved procedure and in a safe manner. Specific risk assessment will be
developed on the above listed detail procedure as guidance during safety toolbox.

2.0 SCOPE
This document shall describe all major activities in fabrication and erection process until load-out. This
will only cover major points of the activities while the detailed point shall be described in separate
document.

3.0 REFERENCES
Document Tittle Description
API RP 2A - WSD Recommended Practice for Planning, Designing
and Constructing Fixed Offshore Platforms
AISC – ASD Manual of Steel Construction
AWS D1.1 Structural Welding Code - Steel
PHEWMO-C-SPE-0101 Specification for Structural Steel and
Miscellaneous Metal
PHEWMO-S-SPE-0102 Specification for Structural Welding
PHEWMO-S-SPE-0103 Specification for Jacket Leg Closure Diaphragms

8. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 7 of 43

PHEWMO-S-SPE-0103 Specification for Jacket Water Tightness Testing
PHEWMO-S-SPE-0107 Specification for Platform Installation
PHEWMO-PHE12-PHE24-CPP2-Z-P RC-0006 Shop Drawing, Tag Numbering, and Cutting
Instruction Procedure
PHEWMO-PHE12-PHE24-CPP2-L-PRC-0001 Blasting & Painting Procedure
PHEWMO-PHE12-PHE24-CPP2-L-PRC-0004 Jacket Leveling and Dimensional Control
Procedure
PHEWMO-PHE12-PHE24-CPP2-Q-PRC-000 9 Working at Height Procedure
PHEWMO-CPP2-Z-PRC-0029 CPP2 Jacket Boat Landing Trial Fit Procedure
PHEWMO-PHE12-Z-PRC-0011 PHE12 Jacket Boat Landing Trial Fit Procedure
PHEWMO-PHE24-Z-PRC-0020 PHE24 Jacket Boat Landing Trial Fit Procedure
PHEWMO-PHE12-Z-CAL-0001 PHE12 Jacket Support Calculation
PHEWMO-PHE24-Z-CAL-0003 PHE24 Jacket Support Calculation
PHEWMO-CPP2-Z-CAL-0005 CPP2 Jacket Support Calculation
PHEWMO-PHE12-Z-PRC-0008 PHE-12 Jacket Load Out Procedure
PHEWMO-PHE24-Z-PRC-0017 PHE-24 Jacket Load Out Procedure
PHEWMO-CPP2-Z-PRC-0026 CPP2 Jacket Load Out Procedure
4.0 ABBREVIATION
These are the abbreviation that is used throughout this document :
CPY Company (Pertamina Hulu Energi (PHE-WMO))
CTR Contractor (PT. Gunanusa)
MC Material Control
CE Construction Engineering
QC Quality Control
HSE Health and Safety Environment
3
rd
Party Medatama
YCF Yard Construction Facility
MWS Marine Warranty Services
WS Weighing Subcontractor

9. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 8 of 43

5.0 PREPARATION
5.1. Yard Preparation
The PHE-12 and PHE-24 Jacket will be fabricated at area between jetty-1 and jetty-2 and CPP2
Jacket will be fabricated completely at Jetty-2 area, please refer to appendix-1 (Yard Lay-out). The
following shall be done prior to fabrication activity:
1. Site clearance on area at jetty-2, also between Jetty-1 and Jetty-2 area
2. Ground preparation at PHE-12, PHE-24 and CPP2 Jacket assembly area, soil compactness for
multi wheel track and preparation concrete block for sited the skid frame.
3. Prepare temporary support at assembly area for PHE-12 and PHE 24 panel levels to support the
framing and nodes on area between jetty-1 and jetty-2. Do the same for jetty-2 area as it will be
used to assembly CPP2 Jacket. Make the grid lines at top of stools (T beam) to identify centre
point of stools or nodes.
4. Preparation design skid frame and cross beam
5.2. Material Issuance
Raw material to be issued as per issued tickets prepared by fabrication based on the approved shop
drawing, cutting instruction, and fabrication priority.







Flowchart of material issuance
5.3. Tag Numbering
All of structure components, pieces or members will be marked with a unique tag number as specified
on the shop drawing. However, the tag number will not be applied for small pieces where tag number
area is too small e.g.: less than 50 mm in size (i.e.: cap plate). Instead, those pieces shall be put inside
identified boxes or on pallets.
The numbering systems are expected to be as tracing tool to which module a component belongs.
Heat number shall be transferred to all components and on cut off / excess materials, surplus or even
scrap material before perform any cutting activity.
Please refer to document PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0006 - Shop Drawing, Tag
Numbering, and Cutting Instruction Procedure.
5.4. Blasting and Painting
Raw material that dedicate until topcoat will be shop primer at automatic blasting chamber prior to
process cutting. All detail activity of blasting and painting procedure will be issued later.
DDE from Engineering
Subconstruction
Construction
Engineering shall
produce Shop Drawing
Material availability
verification by MC & QC
Approval by CPY
Material sent to
workshop and ready for
fabrication
Cutting instruction and
shop drawing issuance

10. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 9 of 43

Please refer to document PHEWMO-PHE12-PHE24-CPP2-L-PRC-0001 - Blasting & Painting
Procedure.
5.5. Dimensional Control
During fabrication process, all material shall undergo dimensional control check to make sure that all
the structure have correct dimension.
Please refer to document PHEWMO-PHE12-PHE24-CPP2-L-PRC-0004 - Jacket Leveling and
Dimensional Control Procedure.
5.6. Scaffolding Erection and Dismantling
Scaffolding will be used to accommodate personal work at high for safe and comfort. Specified
scaffolding procedure will issued later.
Please refer to document PHEWMO-PHE12-PHE24-CPP2-Q-PRC-0009 - Working at Height
Procedure.
5.7. Boat Landing Trial Fit
Trial Fit shall be done to check wether the boat landing can be fitted correctly or not.
Please refer to document :
Document Tittle Description
PHEWMO-CPP2-Z-PRC-0029 CPP2 Jacket Boat Landing Trial Fit Procedure
PHEWMO-PHE12-Z-PRC-0011 PHE12 Jacket Boat Landing Trial Fit Procedure
PHEWMO-PHE24-Z-PRC-0020 PHE24 Jacket Boat Landing Trial Fit Procedure
5.8. Skid Framing and Multi wheel
To accommodate using Skidding method for load-out of CPP2 Jacket and Multiwheel for PHE-12 and
PHE-24, all jacket will be arranged on support during construction. This support shall be used to
transfer load from Jacket.
The PHE-12 and PHE-24 jacket shall be loaded out by using Multiwheel while the CPP2 will use
skidding method instead.
Calculation for CPP2 Skid-framing Design and PHE-24 & PHE-12 Multiwheel support will be described
in a calculation note. The maximum reaction forces on each Jacket leg from all cases of Jacket
Loadout Analysis and Jacket Transportation Analysis will become the basis for this support design.
While the calculation shall be described in :
Document Tittle Description
PHEWMO-PHE12-Z-CAL-0001 PHE12 Jacket Support Calculation
PHEWMO-PHE24-Z-CAL-0003 PHE24 Jacket Support Calculation
PHEWMO-CPP2-Z-CAL-0005 CPP2 Jacket Support Calculation

11. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 10 of 43

5.9. Load-Out
Load-Out Shall be done after erection is complete. PHE-12 and PHE-24 Jacket shall be loaded out by
using multiwheel while the CPP2 uses skidding.
The document that described this load-out procedure is as follow :
Document Tittle Description
PHEWMO-PHE12-Z-PRC-0008 PHE-12 Jacket Load Out Procedure
PHEWMO-PHE24-Z-PRC-0017 PHE-24 Jacket Load Out Procedure
PHEWMO-CPP2-Z-PRC-0026 CPP2 Jacket Load Out Procedure

5.10. Lifting Analysis
Lifting analysis will be presented and provided in lifting procedure.
Lift Load
There are things that need to be considered as Lift Load in API RP2A-WSD :
- Dynamic Amplification Factor (DAF).( value = 1.15)
- Contingency weight (value = 1.03)
Rigging Equipment
For rigging equipment, Maximum Breaking Load (MBL) of sling, Safe Working Load (SWL) of sling
shall be applied against lifting weight which had included the base weight and contingency.
Crane
CONTRACTOR will utilize crane for mobilize material and section / module lifting. Any crane used for
mobilizing material and erection process shall have valid certificate that was issued by :
- Disnaker for onshore yard.
- Migas for PHE-WMO Premises

12. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 11 of 43

6.0 JACKET FABRICATIONS AND ASSEMBLY
6.1. PHE-12 Caisson and Diagonal Bracings Fabrication

Activity R
(Responsible)
A
(Approver)
C
(Consulted)
I
(Informed)
Preparation
Engineering design CTR CPY
Shop drawing and cutting instruction CE CE MC CPY,MC,QC,FAB
Material verification MC,QC CPY CE,FAB
Trailer, crane, lifting gears; availability and
valid certification check
YCF
HSE, 3
rd

Party
CE CPY,CE
Temporary stool fabrication check at
workshop
FAB QC CE CPY
Rolling table check FAB FAB YCF CPY
Fabrication & Erection
Install leg support and support stool FAB QC CE CPY
Assembly caisson, jacket leg A and jacket
leg B FAB QC CE CPY
Install caisson and brace FAB QC CE CPY
Install jacket leg A and brace FAB QC CE CPY
Install jacket leg B and brace FAB QC CE CPY

Matrix responsibility of PHE-12 Jacket Fabrication and Erection Stage

Key Responsibility roles:
Responsible : People who is responsible for the execution of the task
Approver : People who must sign off/approve work that Responsible provides
Consulted : People who need to give input before the work can be done and signed-off
Informed : People who need to be updated on progress or decisions

13. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 12 of 43





















Flowchart of PHE-12 Jacket Fabrication
1. Transfer splash zone material to blasting area to blasted and painted until tie coat/intermediate
coat.
2. Transfer materials to workshop 5
3. Marking as per shop drawing for tubular, plate for padeye and all miscellaneous members.
4. Fabrication Supervisor and QC coordinator shall check all related dimension.
5. Tag number transferring.
6. Fabrication Supervisor and QC coordinator shall check all related dimension.
7. Cut and profile as per shop drawing for tubular, plate for padeye and all miscellaneous
members.
8. Fabrication Supervisor and QC coordinator shall check all related dimension.
9. Fabrication as per shop drawing for tubular, plate for padeye and all miscellaneous members.
10. Fabrication Supervisor and QC coordinator shall verify all related dimension after welding.
11. Perform NDE
12. Any deviation related process that cause missed from requirement, CTR will raise Non
Conformity Report (NCR) and/or Technical Query (TQ). Both of these processes are subject to
CPY review and approval.
Preparation Work
Transfer material to
workshop 5
Tag Numbering
Check Dimension
Cut and Profile Check Dimension
Fitup between jacket
leg and jacket can
Check Dimension
Weldout jacket leg and
jacket can
Check Dimension and
do NDE
Transfer to erection
area

14. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 13 of 43

13. Transfer fabrication materials after passing NDE clearance to dedicated Erection area.
14. All jacket legs related with splash zone area will be final coated after all main jacket legs
erection.
6.2. PHE-24 Caisson and Diagonal Bracings Fabrication

Activity R
(Responsible)
A
(Approver)
C
(Consulted)
I
(Informed)
Preparation
Engineering design CTR CPY
Shop drawing and cutting instruction CE CE MC CPY,MC,QC,FAB
Material verification MC,QC CPY CE,FAB
Trailer, crane, lifting gears; availability and
valid certification check
YCF
HSE, 3
rd

Party
CE CPY,CE
Temporary stool fabrication check at
workshop
FAB QC CE CPY
Rolling table check FAB FAB YCF CPY
Fabrication & Erection
Install leg support and support stool FAB QC CE CPY
Assembly caisson, jacket leg A and jacket
leg B FAB QC CE CPY
Install caisson and brace FAB QC CE CPY
Install jacket leg A and brace FAB QC CE CPY
Install jacket leg B and brace FAB QC CE CPY
Matrix responsibility of PHE-24 Jacket Fabrication and Erection Stage


Key Responsibility roles:
Responsible : People who is responsible for the execution of the task
Approver : People who must sign off/approve work that Responsible provides
Consulted : People who need to give input before the work can be done and signed-off
Informed : People who need to be updated on progress or decisions

15. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 14 of 43




















Flowchart of PHE-24 Jacket Fabrication

1. Transfer splash zone material to blasting area to blasted and painted until tie coat/intermediate
coat.
2. Transfer materials to workshop 5
3. Marking as per shop drawing for tubular, plate for padeye and all miscellaneous members.
4. Fabrication Supervisor and QC coordinator shall check all related dimension.
5. Tag number transferring.
6. Fabrication Supervisor and QC coordinator shall check all related dimension.
7. Cut and profile as per shop drawing for tubular, plate for padeye and all miscellaneous
members.
8. Fabrication Supervisor and QC coordinator shall check all related dimension
9. Fabrication as per shop drawing for tubular, plate for padeye and all miscellaneous members.
10. Fabrication Supervisor and QC coordinator shall verify all related dimension after welding.
11. Perform NDE
12. Any deviation related process that cause missed from requirement, CTR will raise Non
Conformity Report (NCR) and/or Technical Query (TQ). Both of these processes are subject to
CPY approval.
Preparation Work
Transfer material to
workshop 5
Tag Numbering
Check Dimension
Cut and Profile Check Dimension
Fitup between jacket
leg and jacket can
Check Dimension
Weldout jacket leg and
jacket can
Check Dimension and
do NDE
Transfer to erection
area

16. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 15 of 43

13. Transfer fabrication materials after passing NDE clearance to dedicated Erection area.
14. All jacket legs related with splash zone area will be final coated after all main jacket legs
erection.
6.3. CPP2 Jacket Bracing and Panel Fabrications
Activity R
(Responsible)
A
(Approver)
C
(Consulted)
I
(Informed)
Preparation
Engineering design CTR CPY
Shop drawing and cutting instruction CE CE MC CPY,MC,QC,FAB
Material verification MC,QC CPY CE,FAB
Trailer, crane, lifting gears; availability and
valid certification check
YCF
HSE, 3
rd

Party
CE CPY,CE
Temporary stool fabrication check at
workshop
FAB QC CE CPY
Rolling table check FAB FAB YCF CPY
Fabrication & Erection
Install leg support and support stool FAB QC CE CPY
Assembly Panel 1,2,3,4,5 , jacket leg 1 and
jacket leg 2 FAB QC CE CPY
Install jacket leg 1, 2, 3, 4 FAB QC CE CPY
Install panel 1, 2, 3, 4, 5 FAB QC CE CPY
Install diagonal bracing FAB QC CE CPY
Matrix responsibility of CPP2 Jacket Fabrication and Erection Stage


Key Responsibility Roles :
Responsible : People who is responsible for the execution of the task
Approver : People who must sign off/approve work that Responsible provides
Consulted : People who need to give input before the work can be done and signed-off
Informed : People who need to be updated on progress or decisions

17. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 16 of 43




















Flowchart of CPP2 Jacket Fabrication

1. Transfer splash zone material to blasting area to blasted and painted until tie coat/intermediate
coat.
2. Transfer selected material to workshop 5.
3. Marking as per shop drawing for tubular, plate for padeye and all miscellaneous members.
4. Tag number transferring.
5. Fabrication Supervisor and QC coordinator shall check all related dimension.
6. Cut and make profile 53ӯ pipe for jacket leg and 24ӯ pipe for its bracing.
7. Fabrication Supervisor and QC coordinator shall check all related dimension.
8. Fabricate stabbing guide cone and diaphragm plate for jacket legs.
9. Fabrication Supervisor and QC coordinator shall check all related dimension.
10. Fit up pipe to top cone and weld out.
11. Fabrication Supervisor and QC coordinator shall check all related dimension.
12. Install diaphragm to jacket leg.
13. Install stabbing guide cone to jacket leg.
Preparation Work
Transfer material to
workshop 5
Tag Numbering
Check Dimension
Cut and Profile Check Dimension
Fitup between jacket
leg and jacket can
Check Dimension
Weldout jacket leg and
jacket can
Check Dimension and
do NDE
Transfer to erection
area

18. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 17 of 43

14. Dimensional check, visual inspection and NDE by 3
rd
party & QC Team.
15. All jacket legs related with splash zone area will be final coated after all main jacket legs
erection.
6.4. Boat landing and Conductors Frame
1. Transfer materials to workshop 2.
2. Marking as per shop drawing for tubular, conductors guide, anode supports and all
miscellaneous members.
3. Fabrication Supervisor and QC coordinator shall check all related dimension.
4. Tag number transferring.
5. Fabrication Supervisor and QC coordinator shall check all related dimension.
6. Cut and profile as per shop drawing for tubular, conductors guide, anode supports and all
miscellaneous members.
7. Fabrication Supervisor and QC coordinator shall check all related dimension.
8. Fabrication as per shop drawing for tubular, conductors guide, anode supports and all
miscellaneous members.
9. Fabrication Supervisor and QC coordinator shall verify all related dimension after welding.
10. Perform NDE.
11. Any deviation related process that cause missed from requirement, CTR will raise Non
Conformity Report (NCR) and/or Technical Query (TQ). Both of these processes are subject to
CPY approval.
12. Transfer fabrication materials after passing NDE clearance to dedicated preassemble area.

6.5. Padeye/Trunion Fabrication
1. Transfer selected material from storage area to padeye fabrication area at open area.
2. Cut and profile plate for padeye, cheek plate, spacer etc.
3. Fit-up the items following latest shop drawing.
4. Make the line boring
5. Use a suitable pin and shackle
6. Weldout
7. Transfer to assembly area

7.0 ERECTIONS AND INSTALLATION
7.1. Jacket Temporary Support
1. Locate jacket support as per-designated in jacket erection layout
2. Locate stool supports as per dsignated support point in the jacket erection layout
3. Perform dimensional check on jacket supports and stools to ensure levelness and location
already conform to layout

19. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 18 of 43

7.2. PHE-12 Jacket
7.2.1. PHE-12 Jacket Erection




































Flowchart of PHE-12 Jacket Erection sequences
Transfer material to
erection area
Prepare temporary
support
Fit-Up jacket leg A &
jacket leg B
Install bracing jacket leg A
to leg B
Install diagonal bracing leg
A & leg B to caisson
Pass
Dimensional
check ?
Pass
Dimensional
check & NDE
?
Install main leg/caisson
Pass
Dimensional
check & NDE
?
Pass
Dimensional
check & NDE
?
Finish
YES
NO
YES
NO
YES
NO
YES
NO
1

20. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 19 of 43

1. Procedures, Job Safety Analysis (JSA) or Risk Assessment have been reviewed and
understood by dedicated personnel.
2. Cranes and lifting gears have been certified proven by valid certification.
3. Prepare support beams following calculation from Construction Engineering to sustain the
caissons and diagonal bracings weight.
4. Fabrication Supervisor and QC coordinator to check the levelness based on elevation required.
Ensure batter inclination is correct.
5. Transfer leg A, leg B and caisson legs to erection area.
6. Lift up the jacket leg A and jacket leg B to dedicated temporary supports.
7. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest engineering drawing
8. Erect diagonal bracings and fit-up between jacket leg A and jacket leg B.
9. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest engineering drawing.
10. Welding on associated fit-up on jacket leg A and jacket leg B.
11. Perform NDE.
12. Fabrication Supervisor and QC coordinator to verify all related dimension after welding based on
assembly drawing that verified by latest engineering drawing.
13. Lift up caisson onto temporary support stool, then caisson can be fitted up above jacket leg A
and jacket leg B.
14. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest engineering drawing.
15. Install diagonal bracing leg A to caisson and leg B to caisson one by one.
16. Perform welding on associate fit-up.
17. Perform NDE.
18. Fabrication Supervisor and QC coordinator to verify all related dimension after welding based on
assembly drawing that verified by latest Engineering drawing.
























1

21. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 20 of 43

7.3. PHE-24 Jacket
7.3.1. PHE-24 Jacket Erection




































Flowchart of PHE-24 Jacket Erection sequences
Transfer material to
erection area
Prepare temporary support
Fit-Up jcket lg A and jacket
leg B
Install bracing jacket leg A
to leg B
Install diagonal bracing leg
A & leg B to caisson
Pass
Dimensional
check
?
Pass
Dimensional
check & NDE
?
Install main leg/caisson
Pass
Dimensional
check & NDE
?
Pass
Dimensional
check & NDE
?
Finish
YES
NO
YES
NO
YES
NO
YES
NO1

22. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 21 of 43

1. Procedures, Job Safety Analysis (JSA) or Risk Assessment have been reviewed and
understood by dedicated personnel.
2. Cranes and lifting gears have been certified proven by valid certification.
3. Prepare support beams following calculation from Construction Engineering to sustain the
caissons and diagonal bracings weight.
4. Fabrication Supervisor and QC coordinator to check the levelness based on elevation required.
Ensure batter inclination is correct.
5. Transfer leg A, leg B and caisson legs to erection area.
6. Lift up the jacket leg A and jacket leg B to dedicated temporary supports.
7. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest engineering drawing.
8. Erect diagonal bracings and fit-up between jacket leg A and jacket leg B.
9. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest engineering drawing.
10. Welding on associated fit-up on jacket leg A and jacket leg B.
11. Perform NDE.
12. Fabrication Supervisor and QC coordinator to verify all related dimension after welding based on
assembly drawing that verified by latest engineering drawing.
13. Lift up caisson onto temporary support stool, then caisson can be fitted up above jacket leg A
and jacket leg B.
14. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest engineering drawing.
15. Install diagonal bracing leg A to caisson and leg B to caisson one by one.
16. Perform welding on associate fit-up.
17. Perform NDE.
18. Fabrication Supervisor and QC coordinator to verify all related dimension after welding based
on assembly drawing that verified by latest Engineering drawing
























1

23. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 22 of 43

7.4. CPP2 Jacket





































Flowchart of CPP2 Jacket erection sequences (1)
Transfer material to
erection area
Prepare temporary
support
Install leg 1 & leg 2
Install panel 4 EL (-) 113’-
6”
Install panel 2 EL (-) 21’-0”

Pass
Dimensional
check ?
Pass
Dimensional
check & NDE
?
Install panel 3 EL (-) 60’-0”

Pass Dimensional
check & NDE
?
Pass Dimensional
check & NDE
?
YES
NO
YES
NO
YES
NO
YES
NO
Install diagonal bracing,
connecting panel 2 and
panel 3
Pass Dimensional
check & NDE
?
1
NO

24. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 23 of 43






































Flowchart of CPP2 Jacket erection sequences (2)


Pass
Dimensional
check &
NDE ?
1
Install panel 1 EL (+)
15’-0”
Pass Dimensional check & NDE ?
Install diagonal bracing
connecting panel 2 and
panel 1
Pass
Dimensional
check &
NDE ?
Install half of diagonal
bracing from panel 4
towards panel 5
position
Install panel 5 El (-)
175’-0” and complete
the diagonal bracing
Pass Dimensional check & NDE ?
Pass Dimensional check &
NDE ?
Install leg 3 and leg 4

Finish
Pass
Dimensional
check &
NDE ?
YES
NO
YES
YES
NO
YES
YES
YES
NO
NO
NO

25. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 24 of 43

7.4.1. CPP2 Skid-framing Erection and Temporary Support
The skid-framing will be installed at jetty-1 before erection of Jacket.
1. Lay down skid-framing at jetty-1 as designated in the yard layout.
2. Lay down temporary support for erection of Panel 1 Level El. (+) 15’-0”.
3. Lay down temporary support for erection of Panel 2 Level El. (-) 21’-0” as defined in the
yard layout.
4. Lay down temporary support for erection of Panel 3 Level El. (-) 60’-0” as defined in the
yard layout.
5. Lay down temporary support for erection of Panel 4 Level El. (-) 113’-6” as defined in the
yard layout.
6. Lay down temporary support for erection of panel 5 Level El. (-) 175’-0” as defined in the yard
layout.
7. Connect the skid-framing with grounding bar around jetty (earth lube).

7.4.2. CPP2 Panel 1 Level El. (+) 15’-0”
1. Dimensional check prior welding.
2. Weld out framing at Lower Level Elevation.
3. Visual inspection, NDE and Dimensional Check after weld.
4. Weld out and NDT plating.
5. Install bracing and column from Lower Level Elevation up to Lower Level.

7.4.3. CPP2 Panel 2 Level El. (-) 21’-0”
1. Install vertical bracings.
2. Dimensional check prior to welding.
3. Weld out framing at Lower Level Elevation.
4. Visual inspection, NDE and Dimensional Check after weld.
5. Weld out and NDT plating.

7.4.4. CPP2 Panel 3 Level El. (-) 60’-0”
1. Install vertical bracings.
2. Dimensional check prior welding.
3. Weld out framing at Mezzanine Level Elevation.
4. Visual inspection, NDE and Dimensional Check after weld.
5. Weld out and NDT plating.

7.4.5. CPP2 Panel 4 Level El. (-) 113’-6”
1. Install main and secondary framing Weather Level.
2. Install Deck Leg Weather Level Elevation.
3. Install star plate.
4. Install vertical bracings.

26. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 25 of 43

5. Dimensional check prior to welding.
6. Weld out framing at Weather Level Elevation.
7. Visual inspection, NDE and Dimensional Check after weld.
8. Weld out and NDT plating.
9. Install piping, electrical and instrument support underneath Weather level Deck.
10. Weld out plating.
11. Stacking Weather Level Elevation above framing.

7.4.6. CPP2 Panel 5 Level El. (-) 175’-0”
1. Install vertical bracings.
2. Dimensional check prior welding.
3. Weld out framing at Mezzanine Level Elevation.
4. Visual inspection, NDE and Dimensional Check after weld.
5. Weld out and NDT plating.

7.5. Boat landing
1. Prepare jigs for temporary.
2. Fabrication Supervisor and QC coordinator to check jigs for levelness.
3. Prepare temporary support following calculation from Construction Engineering to sustain the
whole panels structural and miscellenous structural.
4. Fabrication Supervisor and QC coordinator to check for levelness based on elevation
requirement.
5. Fit-up to assembly all fabrication materials based on assembly drawing that verified by latest
engineering drawing.
6. Fabrication Supervisor and QC coordinator to check all related dimension based on assembly
drawing that verified by latest Engineering drawing.
7. Perform welding.
8. Fabrication Supervisor and QC coordinator to verify all related dimension after welding based on
assembly drawing that verified by latest Engineering drawing.
9. Perform NDE.
10. Additional strong back if any based on Construction Engineering calculation.
11. Any deviation related process that cause missed from requirement, CTR will raise Non
Conformity Report (NCR) and/or Technical Query (TQ). Both of these processes are subject to
CPY approval.
12. QC will issue NDE report for back-up Lifting Release Note based on Degree of Completion the
module for lifting activity readiness
13. Procedures, Job Safety Analysis (JSA) or Risk Assessment have been reviewed and
understood by dedicated personnel.
14. Cranes and lifting gears have been certified proven by valid certification.
15. Transfer preassembles Boatlanding to erection area.
16. Do trial fit to ensure the boatlanding is able to fit onto jacket, CTR shall inform CPY for
witnessing this activity.

27. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 26 of 43

17. QC to verify all related dimension after welding based on assembly drawing that verified by
latest Engineering drawing.
18. Transfer to the painting area the keep to the storage until ready for loadout.
19. Any deviation related process that cause missed from requirement, CONTRACTOR will be
raised Non Conformity Report (NCR) and/or Technical Query (TQ). Both of these processes are
subject to COMPANY approval.

8.0 WEIGHING

Activity R
(Responsible)
A
(Approver)
C
(Consulted)
I
(Informed)
Preparation
Ensure the structure is able to withstand
all the load imposed during weighing
WS, CE CE WS
CPY,
HSE
Ensure the ground is suitable for
weighing
YCF WS CE CPY,HSE
Ensure the structure is ready for weighing WS WS CE CPY,HSE
Close the area, only suitable personnel
are allowed in
WS HSE CE,FAB CPY
Weighing operation
Position the jack at jacking point as per
drawing
WS WS CE CPY
Take out the modul lashing attachment if
any
WS WS FAB CPY
Raise up the module and ensure the
module is on load cells
WS WS CPY,CE
Read and record all the loading weight WS WS CPY,CE
Calculate module Cog WS WS CPY,CE
Matrix responsibility of weighing procedure


Key Responsibility Roles
:
Responsible : People who is responsible for the execution of the task
Approver : People who must sign off/approve work that Responsible provides
Consulted : People who need to give input before the work can be done and signed-off
Informed : People who need to be updated on progress or decisions

28. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 27 of 43



General flowchart of Weighing Preparation




General flowchart of Weighing Execution


Repeat process 3 times

29. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 28 of 43








General flowchart when grund failure occur

8.1. PHE-12
8.1.1. PHE-12 Jacket Weighing Preparation
1. Fabricate shimming plate and tubular for weighing.
2. Set shimming plate and flat jack at designated points.
3. Set weighing pump and heavy-duty flexible hose.
4. Set theodolite at designated point.

8.1.2. PHE-12 Jacket Weighing
(Weighing procedure will be provided separately). The following is general idea for weighing work.
1. PHE12 Jacket weighing at four points of four trials.
2. Get PHE12 Jacket weight result and COG.
3. Make correction to the result of weight and COG due to any irrelevant items included during
weighing operation i.e.: weighing beams, link pipes, oxy bottles, welding machines, scaffolding,
etc.
8.2. PHE-24
8.2.1. PHE-24 Jacket Weighing Preparation
1. Fabricate shimming plate and tubular for weighing.
2. Set shimming plate and flat jack at designated points.
3. Set weighing pump and heavy-duty flexible hose.
4. Set theodolite at designated point.

Ready for weighing again

30. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 29 of 43

8.2.2. PHE-24 Jacket Weighing
(Weighing procedure will be provided separately). The following is general idea for weighing work.
1. PHE24 Jacket weighing at four points of four trials.
2. Get PHE24 Jacket weight result and COG.
3. Make correction to the result of weight and COG due to any irrelevant items included during
weighing operation i.e.: weighing beams, link pipes, oxy bottles, welding machines, scaffolding,
etc.

8.3. CPP2
8.3.1. CPP2 Jacket Weighing Preparation
1. Fabricate shimming plate and tubular for weighing.
2. Set shimming plate and flat jack at designated points.
3. Set weighing pump and heavy-duty flexible hose.
4. Set theodolite at designated point.

8.3.2. CPP2 Jacket Weighing
(Weighing procedure will be provided separately). The following is general idea for weighing work.
1. CPP2 Jacket weighing at four points of four trials.
2. Get CPP2 Jacket weight result and COG.
3. Make correction to the result of weight and COG due to any irrelevant items included during
weighing operation i.e.: weighing beams, link pipes, oxy bottles, welding machines, scaffolding,
etc.

9.0 LOADOUT
9.1. PHE-12 Jacket
1. Prepare all of document and data that is necessary :
 Approved loadoout procedure
 Valid certifificate of rigging gear and equipment
 Weather forecast data
 Bathymetric survey that shall be provided to CTR as per actual condition 2 weeks prior to
barge arrival
 Tide data 2 weeks prior to loadout
2. All involved party shall have a coordination meeting prior to loadout
3. MWS shall do an assesment to verify wether the Loadout operation can be carried out or not
4. Perform preparation on barge
 Clean up the barge
 Do visual check on all ballast tanks
 Set grillage aboard barge
 Install ballasting pumps

31. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 30 of 43

 Install electrical panel
5. Perform preparation on jetty
 Set the barge on pitch position
 Install loadout bridge
 Perform pump test to check the actual suction and discharge value of each pump
 Inspect bollard condition prior to mooring line installation
 Install mooring lines
 Ballast the barge until it has the same level with with skidway on yard
 Install safety barricades
 Fasten mooring lines
6. Perform preparation on jacket
 Provide Multiwheel on location
 Move the Multiwheel below support on the designated point
 Cut off Weighing support
7. Ensure the readiness of personnel and preparation
8. Ensure that the track has no obstacle
9. Start loadout
10. Observe the elevation of barge on each step
11. Adjust barge ballasting
12. After the jacket has been positioned on barge, perform ballasting control of barge until the barge
reaches even keel position.

9.2. PHE-24 Jacket
1. Prepare all of document and data that is necessary :
 Approved loadoout procedure
 Valid certifificate of rigging gear and equipment
 Weather forecast data
 Bathymetric survey that shall be provided to CTR as per actual condition 2 weeks prior to
barge arrival
 Tide data 2 weeks prior to loadout
2. All involved party shall have a coordination meeting prior to loadout
3. MWS shall do an assesment to verify wether the Loadout operation can be carried out or not
4. Perform preparation on barge
 Clean up the barge
 Do visual check on all ballast tanks
 Set grillage aboard barge
 Install ballasting pumps
 Install electrical panel
5. Perform preparation on jetty

32. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 31 of 43

 Set the barge on pitch position
 Install loadout bridge
 Perform pump test to check the actual suction and discharge value of each pump
 Inspect bollard condition prior to mooring line installation
 Install mooring lines
 Ballast the barge until it has the same level with with skidway on yard
 Install safety barricades
 Fasten mooring lines
6. Perform preparation on jacket
 Provide Multiwheel on location
 Move the Multiwheel below support on the designated point
 Cut off Weighing support
7. Ensure the readiness of personnel and preparation
8. Ensure that the track has no obstacle
9. Start loadout
10. Observe the elevation of barge on each step
11. Adjust barge ballasting
12. After the jacket has been positioned on barge, perform ballasting control of barge until the barge
reaches even keel position.
9.3. CPP2 Jacket
1. Prepare all of document and data that is necessary :
 Approved loadoout procedure
 Valid certifificate of rigging gear and equipment
 Weather forecast data
 Bathymetric survey that shall be provided to CTR as per actual condition 2 weeks prior to
barge arrival
 Tide data 2 weeks prior to loadout
2. All involved party shall have a coordination meeting prior to loadout
3. MWS shall do an assesment to verify wether the Loadout operation can be carried out or not
4. Perform preparation on barge
 Clean up the barge
 Do visual check on all ballast tanks
 Set grillage aboard barge
 Install ballasting pumps
 Install electrical panel
 Inspect deadman condition
5. Perform preparation on jetty
 Set the barge on pitch position
 Install loadout bridge

33. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 32 of 43

 Inspect pulling winches and rigging gears condition
 Perform pump test to check the actual suction and discharge value of each pump
 Inspect bollard condition prior to mooring line installation
 Install mooring lines
 Inspect skidway condition
 Ballast the barge until it has the same level with with skidway on yard
 Install skidding rigging
 Install safety barricades
 Fasten mooring lines
6. Perform preparation on jacket
 Skidshoe and its frame shall be prepared 1 month prior to loadout
 Provide pre-fabricated loadout supports on location
 Install loadout support on skidshoe, connected to trunnion and mudmat framing
 Weld out loadout support
 Cut trunion and release all the skidbeam
7. Ensure the readiness of personnel and preparation
8. Start skidding loadout
9. Push the jacket with jack until it starts to move
10. Use winch to pull the jacket after it moves
11. Record actual load that happened on each line and make sure that it doesn’t exceed the allowable
tension load that was stated in approved procedure
12. Keep pulling with winch until centerline of front skidshoe reaches centerline of bridge
13. Observe the elevation of barge on each step
14. Adjust barge ballasting
15. Repeat the process of number 8 through number 12 until the jacket reaches final position on
barge.
16. After the jacket has been positioned on barge, perform ballasting control of barge until the barge
reaches even keel position.

34. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 33 of 43



















APPENDIX-1: YARD LAYOUT

35. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
WORK TABLE NO.1
Oil and Natural Gas Corporation LTD.
MAT'L STORAGE AREA
MAT'L STORAGE AREA
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
JP4-1JRP-1
JP3-3
JP3-1
JP3-2
DPR-0
DP3-2
DP4-2
D12-1
D24-1
JP4-4JRP-4
D24-3D24-1D24-2
JRP-1
C-24-RP JACKET SKID SUPPORT & PANEL-3
JP4-1
C-24-P4 JACKET SKID SUPPORT & PANEL-3
JP4-2
C-24-P4 JACKET ELEVATION ROW B & BRACING PANEL
JP4-3
C-24-P4 JACKET ELEVATION ROW A
JP4-4
C-24-P4 JACKET PANEL-1
JRP-3
JRP-2
MAT'L STORAGE AREA
FOR LEG TUBULARS
D12-2D12-2
JCPP2-1
JCPP2-4
JRP-6
C-24-RP JACKET BOAT LANDING
JP4-6
C-24-P4 JACKET BOAT LANDING
JP3-6
C-24-P3 JACKET BOAT LANDING
J24-1
: PHE-24 - JACKET SKID SUPPORT & JACKET FRAMING
J24-2
: PHE-24 - JACKET LEG ASSEMBLY
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
D12-2
: PHE-12 - SUB-CELLAR DECK FRAMING ASSEMBLY
D12-3
: PHE-12 - CELLAR DECK FRAMING ASSEMBLY
D12-4
: PHE-12 - MEZZANINE DECK FRAMING ASSEMBLY
D12-5
: PHE-12 - MAIN DECK FRAMING ASSEMBLY
J12-1
: PHE-12 - JACKET SKID SUPPORT CROSS BEAM 4 NOS
J12-2
: PHE-12 - JACKET LEG STOOLS SUPPORT
D24-1
: PHE-24 - DECK SKID SUPPORT CROSS BEAM FRAMING
D24-3
: PHE-24 - CELLAR DECK FRAMING ASSEMBLY
D24-3
: PHE-24 - MAIN DECK FRAMING ASSEMBLY
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
DCPP2-2
: CPP2 - SUB CELLAR DECK STOOLS SUPPORT
DCPP2-3
: CPP2 - CELLAR DECK STOOLS SUPPORT
DCPP2-4
: CPP2 - MAIN DECK STOOLS SUPPORT
DP4-0
C-24-P4 SKID SUPPORT & SUB CELLAR DECK
DP4-2
C-24-P4 MAIN DECK ASSEMBLY
DP4-3
C-24-P4 BUILDING MODUL ASSEMBLY
DP4-4
C-24-P4 HELIDECK FRAMING ASSEMBLY
DP3-0
C-24-P3 SKID SUPPORT & SUB CELLAR DECK
DP3-2
C-24-P3 MAIN DECK EL. ASSEMBLY
DP3-3
C-24-P3 BUILDING MODUL ASSEMBLY
DP3-4
C-24-P3 HELIDECK FRAMING ASSEMBLY
DRP-0
C-24-RP SKID SUPPORT & SUB CELLAR DECK
DRP-2
C-24-RP MAIN DECK ASSEMBLY
DRP-3
C-24-RP BUILDING MODUL ASSEMBLY
DRP-4
C-24-RP HELIDECK FRAMING ASSEMBLY
JP3-1
C-24-P3 JACKET SKID SUPPORT & ANEL-3
JP3-2
C-24-P3 JACKET ELEVATION ROW B & BRACING PANEL
JP3-3
C-24-P3 JACKET ELEVATION ROW A
JP3-4
C-24-P3 JACKET PANEL-1
JP3-5
C-24-P3 JACKET PANEL-2
Oil and Natural Gas Corporation LTD.
DP3-0DP4-0
DP3-3
DP3-4
DRP-3
DRP-4
DP4-4
DP4-3
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : OCTOBER 2015
DPR-2
DPR-3
DP3-1
DP3-2
DP4-2
DP4-1
JP4-5JRP-5JP3-5
JP4-7
JRP-2
C-24-RP JACKET ELEVATION ROW B & BRACING PANEL
JRP-3
C-24-RP JACKET ELEVATION ROW A
JRP-4
C-24-RP JACKET PANEL-1
JRP-5
C-24-RP JACKET PANEL-2
JRP-7
C-24-RP JACKET RISER GUARD
JP4-7
C-24-P4 JACKET RISER GUARD
JP3-7
C-24-P3 JACKET RISER GUARD
JP4-5
C-24-P4 JACKET PANEL-2
JRP-4
JP4-8
C-24-P4 JACKET VERTICAL X BRACING
JP4-8
JRP-8
JP4-8JRP-8
JP3-8
JRP-8
C-24-RP JACKET VERTICAL X BRACING
JP3-7
C-24-P3 JACKET VERTICAL X BRACING
JP3-6
JRP-6 JP4-6
J24-2
J24-1
J12-1
JCPP2-3
: CPP2 - JACKET PANEL-1 STOOLS SUPPORT
JCPP2-4
: CPP2 - JACKET PANEL-2 STOOLS SUPPORT: CPP2 - JACKET PANEL-3 STOOLS SUPPORT: CPP2 - JACKET PANEL-4 STOOLS SUPPORT: CPP2 - JACKET PANEL-5 STOOLS SUPPORT
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & ERECT'N AREA
JCPP2-2
: CPP2 - JACKET LEG B1 & B2 STTOLS SUPPORT
JCPP2-5
JCPP2-4
JCPP2-3
JCPP2-2
JCPP2-7
JCPP2-6
DCPP2-4
DCPP2-1
DCPP2-2
DCPP2-3

36. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
Oil and Natural Gas Corporation LTD.
WORK TABLE NO.1
MAT'L STORAGE AREA
MAT'L STORAGE AREA
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
JP4-1JRP-1JP3-1DPR-0DP3-0DP4-0
JRP-4
D24-1 D24-3D24-1
BRG-1
BRIDGE FRAMING ASSEMBLY
BRG-2
BRIDGE FRAMING ASSEMBLY
D24-3D24-1
J24-1
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : NOVEMBER 2015
BRG-2BRG-1
D24-4
MAT'L STORAGE AREA
FOR LEG TUBULARS
D12-1
D12-2D12-2
D24-2
J12-1
D12-4
JP4-6JRP-6JP3-6
J24-1
: PHE-24 - JACKET SKID SUPPORT & JACKET FRAMING
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
D12-2
: PHE-12 - SUB-CELLAR DECK FRAMING ASSEMBLY
D12-3
: PHE-12 - CELLAR DECK FRAMING ASSEMBLY
D12-4
: PHE-12 - MEZZANINE DECK FRAMING ASSEMBLY
D12-5
: PHE-12 - MAIN DECK FRAMING ASSEMBLY
J12-1
: PHE-12 - JACKET SKID SUPPORT CROSS BEAM 4 NOS
D24-1
: PHE-24 - DECK SKID SUPPORT CROSS BEAM FRAMING
D24-3
: PHE-24 - MAIN DECK FRAMING ASSEMBLY
JCPP2-3
: CPP2 - JACKET PANEL-1 ASSEMBLY
JCPP2-4
: CPP2 - JACKET PANEL-2 ASSEMBLY
JCPP2-5
: CPP2 - JACKET PANEL-3 ASSEMBLY
JCPP2-6
: CPP2 - JACKET PANEL-4 ASSEMBLY
JCPP2-7
: CPP2 - JACKET PANEL-5 SASSEMBLY
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
DCPP2-2
: CPP2 - SUB CELLAR DECK FRAMING ASSEMBLY
DCPP2-3
: CPP2 - CELLAR DECK FRAMING ASSEMBLY
DCPP2-4
: CPP2 - MAIN DECK FRAMING ASSEMBLY
J24-4
: PHE-24 - JACKET PILES & CAISSON STOOLS
J12-4
: PHE-12 - JACKET PILES & CAISSON STOOLS
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & ERECT'N AREA
JRP-1
C-24-RP JACKET SKID SUPPORT & JACKET FRAMNG
JP4-1
C-24-P4 JACKET SKID SUPPORT & JACKET FRAMING
JRP-6
C-24-RP JACKET BOAT LANDING AFTER FIT TRIAL
JP4-6
C-24-P4 JACKET BOAT LANDING AFTER FIT TRIAL
JP3-6
C-24-P3 JACKET BOAT LANDING
DP4-0
C-24-P4 SKID SUPPORT & MAIN DECK FRAMING
DP3-0
C-24-P3 SKID SUPPORT & MAIN DECK FRAMING
DP3-3
C-24-P3 BUILDING MODUL ASSEMBLY
DP3-4
C-24-P3 HELIDECK FRAMING ASSEMBLY
DRP-0
C-24-RP SKID SUPPORT & MAIN DECK FRAMING
DRP-3
C-24-RP BUILDING MODUL ASSEMBLY
DRP-4
C-24-RP HELIDECK FRAMING ASSEMBLY
JP3-1
C-24-P3 JACKET SKID SUPPORT & JACKET FRAMING
DP4-3
C-24-P4 BUILDING MODUL ASSEMBLY
DP4-4
C-24-P4 HELIDECK FRAMING ASSEMBLY
Oil and Natural Gas Corporation LTD.
DP3-3
DRP-3
DP4-3
J12-2
J24-2
J24-2
: PHE-24 - JACKET GUARDIAN SLEEVE
J12-2
: PHE-12 - JACKET GUARDIAN SLEEVE
JCPP2-2
: CPP2 - JACKET LEG B1 & B2 CENTRALIZER ASSEMBLY
JRP-4
JP3-6
JCPP2-4
JCPP2-5
JCPP2-3
JCPP2-2
JCPP2-7
JCPP2-6
DCPP2-4
DCPP2-1
DCPP2-2
DCPP2-3
JCPP2-1
JCPP2-2
JP4-6JRP-6

37. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
WORK TABLE NO.1
Oil and Natural Gas Corporation LTD.
MAT'L STORAGE AREA
MAT'L STORAGE AREA
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
JP3-1DPR-0DP3-0DP4-0
D24-1
J24-1
J24-3J13-3
D24-4
BRG-1
D12-1
J12-1
D12-4
J24-1
: PHE-24 - JACKET SKID SUPPORT & JACKET FRAMING
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
D12-4
: PHE-12 - MEZZANINE DECK FRAMING ASSEMBLY
D12-5
: PHE-12 - MAIN DECK FRAMING ASSEMBLY
J12-1
: PHE-12 - JACKET SKID SUPPORT & JACKET FRAMING
D24-1
: PHE-24 - DECK SKID SUPPORT CROSS BEAM FRAMING AND DECK FRAMING
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
DCPP2-3
: CPP2 - CELLAR DECK FRAMING ASSEMBLY
DCPP2-4
: CPP2 - MAIN DECK FRAMING ASSEMBLY
BRG-1
BRIDGE FRAMING ASSEMBLY
JP3-6
C-24-P3 JACKET BOAT LANDING AFTER FIT TRIAL
DP4-0
C-24-P4 SKID SUPPORT & DECK PLATFORM
DP3-0
C-24-P3 SKID SUPPORT & DECK PLATFORM
DRP-0
C-24-RP SKID SUPPORT & DECK PLATFORM
JP3-1
C-24-P3 JACKET SKID SUPPORT & JACKET FRAMING
Oil and Natural Gas Corporation LTD.
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : DECEMBER 2015
J12-2
J24-3
: PHE-24 - JACKET BOAT LANDING SUPPORT
J24-4
: PHE-24 - JACKET PILES & CAISSON ASSEMBLY
J12-3
: PHE-12 - JACKET BOAT LANDING SUPPORT
J12-4
: PHE-12 - JACKET PILES & CAISSON ASSEMBLY
J24-2
: PHE-24 - JACKET GUARDIAN SLEEVE
J12-2
: PHE-12 - JACKET GUARDIAN SLEEVE
J24-2
JCPP2-3
: CPP2 - JACKET PANEL-1 ASSEMBLY
JCPP2-4
: CPP2 - JACKET PANEL-2 ASSEMBLY
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & ERECT'N AREA
JCPP2-2
: CPP2 - JACKET LEG A1 & A2 CENTRALIZER ASSEMBLY
JCPP2-5
: CPP2 - JACKET PANEL-3 ASSEMBLY
JCPP2-6
: CPP2 - JACKET PANEL-4 ASSEMBLY
JCPP2-7
: CPP2 - JACKET PANEL-5 ASSEMBLY
JCPP2-4
JCPP2-5
JCPP2-3
JCPP2-2
JCPP2-7
JCPP2-6
DCPP2-4
DCPP2-1
DCPP2-3
JCPP2-1
JCPP2-2
JP3-6

38. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
MAT'L STORAGE AREA
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
MAT'L STORAGE AREA
Oil and Natural Gas Corporation LTD.
WORK TABLE NO.1
MAT'L STORAGE AREA
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
Oil and Natural Gas Corporation LTD.
D12-1
D24-1
J24-1
J12-2
J24-3J12-3
D24-4
D12-4
J24-1
: PHE-24 - JACKET SKID SUPPORT & JACKET FRAMING
J24-3
: PHE-24 - JACKET BOAT LANDING
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
AND DECK FRAMING
J12-1
: PHE-12 - JACKET SKID SUPPORT & JACKET FRAMING
D24-1
: PHE-24 - DECK SKID SUPPORT CROSS BEAM FRAMING & DECK FRAMING
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
AND DECK FRAMING
J24-4
: PHE-24 - JACKET PILES & CAISSON PAINTING & MARKING
J12-3
: PHE-12 - JACKET BOAT LANDING
J12-4
: PHE-12 - JACKET PILES & CAISSON ASSEMBLY
DCPP2-5
: CPP2 - BRIDGE BOTTOM CHORD SUPPORT
DCPP2-6
: CPP2 - BRIDGE TOP CHORD STOOLS
BRG-1
BRIDGE FRAMING ASSEMBLY
DP4-0
C-24-P4 SKID SUPPORT & DECK PLATFORM
DP3-0
C-24-P3 SKID SUPPORT & DECK PLATFORM
DP3-0DP4-0
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : JANUARY 2016
J24-1
J12-1
J24-2
: PHE-24 - JACKET GUARDIAN SLEEVE
J12-2
: PHE-12 - JACKET GUARDIAN SLEEVE
JCPP2-7
: CPP2 - JACKET PANEL-5 SASSEMBLY
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & ERECT'N AREA
JCPP2-2
: CPP2 - JACKET LEG A1 & A2 CENTRALIZER ASSEMBLY
JCPP2-8
JCPP2-8
: CPP2 - BOAT LANDING SUPPORT
JCPP2-2
JCPP2-7
DCPP2-4
DCPP2-1 JCPP2-1
JCPP2-2

39. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
Oil and Natural Gas Corporation LTD.
WORK TABLE NO.1
MAT'L STORAGE AREA
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
D12-1
D24-1
J24-1
D12-4
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : FERBRUARY 2016
D24-4
J24-1
: PHE-24 - JACKET SKID SUPPORT & JACKET FRAMING
J24-3
: PHE-24 - JACKET BOAT LANDING AFTTER FIT TRIAL
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
AND DECK FRAMING
J12-1
: PHE-12 - JACKET SKID SUPPORT & JACKET FRAMING
D24-1
: PHE-24 - DECK SKID SUPPORT CROSS BEAM FRAMING & DECK FRAMING
JCPP2-8
: CPP2 - JACKET BOAT LANDING ASSEMBLY
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
AND DECK FRAMING
J24-4
: PHE-24 - JACKET PILES & CAISSON COMPLETION
J12-3
: PHE-12 - JACKET BOAT LANDING AFTER FIT TRIAL
J12-4
: PHE-12 - JACKET PILES & CAISSON ASSEMBLY
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & JACKET
JCPP2-9
: CPP2 - JACKET PILES & CAISSON STOOLS
J12-1
J24-3
J12-3
DCPP2-5
: CPP2 - BRIDGE BOTTOM CHORD ASSEMBLY
DCPP2-6
: CPP2 - BRIDGE TOP CHORD ASSEMBLY

40. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
Oil and Natural Gas Corporation LTD.
WORK TABLE NO.1
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
D12-1
D24-1
J24-1
J12-1
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : MARCH 2016
D12-4
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
AND DECK FRAMING
J12-1
: PHE-12 - JACKET SKID SUPPORT & JACKET FRAMING
D24-1
: PHE-24 - DECK SKID SUPPORT CROSS BEAM FRAMING AND DECK FRAMING
JCPP2-8
: CPP2 - JACKET BOAT LANDING
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
AND DECK FRAMING
J12-3
: PHE-12 - JACKET BOAT LANDING
J12-4
: PHE-12 - JACKET PILES & CAISSON PAINTING & MARKING
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & JACKET
JCPP2-9
: CPP2 - JACKET PILES & CAISSON ASSEMBLY
DCPP2-5
: CPP2 - BRIDGE TOP CHORD STACK-UP
J24-1
J24-3
J12-3
J24-1
: PHE-24 - JACKET SKID SUPPORT & JACKET FRAMING
J24-3
: PHE-24 - JACKET BOAT LANDING COMPLETION
J24-4
: PHE-24 - JACKET PILES & CAISSON COMPLETION
D24-4

41. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
MAT'L STORAGE AREA
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
MAT'L STORAGE AREA
Oil and Natural Gas Corporation LTD.
WORK TABLE NO.1
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
D12-1
J12-1
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : APRIL 2016
D12-4
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
AND DECK FRAMING
J12-1
: PHE-12 - JACKET SKID SUPPORT & JACKET FRAMING
JCPP2-8
: CPP2 - JACKET BOAT LANDING AFTER FIT TRIAL (HOLD)
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
AND DECK FRAMING
J12-3
: PHE-12 - JACKET BOAT LANDING COMPLETION
J12-4
: PHE-12 - JACKET PILES & CAISSON COMPLETION
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & JACKET
DCPP2-5
: CPP2 - BRIDGE
J12-3
JCPP2-9
: CPP2 - JACKET PILES & CAISSON ASSEMBLY

42. TO OFFICETO YARD
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
WORKSHOP \#3
MAT'L STORAGE AREA
REFER TO YARD \#2 LAY OUT
TO OFFICETO YARD
JPK AREA
J A V A S E A
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.1
(T.O.S. 2.08 M CD)
(-) 7.0 MTR CD WATER DEPTH
JETTY NO.2
(T.O.S. 2.08 M CD)
MAIN OFFICE
3 STORIES
EXT. MAIN OFFICE
3 STORIES
WORKSHOP \#6
MECHANIC
C\/W 5T OHC
WAREHOUSE-1
POLYCLINIC
WORK TABLE NO.2
WORKSHOP \#3
MAT'L STORAGE AREA
Oil and Natural Gas Corporation LTD.
WORK TABLE NO.1
MAT'L STORAGE AREA
FOR TUBULARS BRACING MAX 30"
PTG YARD-1 LAYOUT
PERTAMINA PHE WMO & ONGC DAMAN PROJECT
PERIODE : MAY 2016
JCPP2-9
: CPP2 - JACKET PILES COMPLETION
D12-1
: PHE-12 - DECK SKID SUPPORT CROSS BEAM FRAMING
AND DECK FRAMING
J12-1
: PHE-12 - JACKET SKID SUPPORT & JACKET FRAMING
JCPP2-8
: CPP2 - JACKET BOAT LANDING COMPLETION
DCPP2-1
: CPP2 - DECK SKID SUPPORT FRAMING & ERECT'N AREA
AND DECK FRAMING
J12-2
: PHE-12 - JACKET BOAT LANDING
J12-2
: PHE-12 - JACKET PILES
JCPP2-1
: CPP2 - JACKET SKID SUPPORT FRAMING & JACKET
DCPP2-5
: CPP2 - BRIDGE COMPLETION

43. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 34 of 43



















APPENDIX-2: JACKET FABRICATION DRAWING

44. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 35 of 43



















APPENDIX-2.1: PHE-12 & PHE-24 JACKET FABRICATION DRAWING

45. PHE-12 JACKET GUARDIAN SLEEVE
SEQUENCE \#1
PT. SINGGAR MULIA
E P C I
Company
PHE-12 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE
A
B
JETTY-\#2

46. PHE-12 JACKET LEG INSTALLATION
SEQUENCE \#2
A
PT. SINGGAR MULIA
E P C I
Company
PHE-12 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

47. PHE-12 JACKET PANEL BRACING FRAMING
SEQUENCE \#3
C
A
PT. SINGGAR MULIA
E P C I
Company
PHE-12 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

48. A
PHE-12 JACKET MAIN LEG INSTALLATION
SEQUENCE \#4
B
PT. SINGGAR MULIA
E P C I
Company
PHE-12 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

49. A
PHE-12 JACKET PANEL VERTICAL BRACING FRAMING
SEQUENCE \#5
PT. SINGGAR MULIA
E P C I
Company
PHE-12 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

50. PHE-24 JACKET GUARDIAN SLEEVE
SEQUENCE \#1
PT. SINGGAR MULIA
E P C I
Company
PHE-24 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE
A
B

51. PHE-24 JACKET LEG INSTALLATION
SEQUENCE \#2
A
PT. SINGGAR MULIA
E P C I
Company
PHE-24 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

52. PHE-24 JACKET PANEL BRACING FRAMING
SEQUENCE \#3
C
A
PT. SINGGAR MULIA
E P C I
Company
PHE-24 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

54. A
PHE-24 JACKET PANEL VERTICAL BRACING FRAMING
SEQUENCE \#5
PT. SINGGAR MULIA
E P C I
Company
PHE-24 JACKET
GENERAL FABRICATION & ERECTION
PROCEDURE

55. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 36 of 43



















APPENDIX-2.2: CPP2 JACKET FABRICATION DRAWING

63. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 37 of 43



















APPENDIX-3: LOAD-OUT

64. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 38 of 43



















APPENDIX-3.1: PHE-12 & PHE-24 JACKET LOAD-OUT

65. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 39 of 43



















APPENDIX-3.1.1: PHE-12 & PHE-24 JACKET STOWAGE PLAN

68. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 40 of 43



















APPENDIX-3.1.2: PHE-12 & PHE-24 JACKET LOAD-OUT SEQUENCE

69. MOVE
Engineering Consultants PT. SINGGAR MULIA
E P C I
Company
Fabricators
CONSORTIUM
PERTAMINA
PHE WMO
PHE-12 & 24 JACKET
GENERAL LOAD OUT TRANSFERING PROCEDURE
MULTIWHEEL SEQUENCE
JETTY-1 LAYOUT PHE-12 JACKET LOAD OUT (TRANSFERING) STEP-0

72. Engineering Consultants PT. SINGGAR MULIA
E P C I
Company
Fabricators
CONSORTIUM
PERTAMINA
PHE WMO
PHE-12 & 24 JACKET
GENERAL LOAD OUT TRANSFERING PROCEDURE
MULTIWHEEL SEQUENCE
MOVE
MOVE

73. Engineering Consultants PT. SINGGAR MULIA
E P C I
Company
Fabricators
CONSORTIUM
PERTAMINA
PHE WMO
PHE-12 & 24 JACKET
GENERAL LOAD OUT TRANSFERING PROCEDURE
MULTIWHEEL SEQUENCE
MOVE
MOVE

74. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 41 of 43



















APPENDIX-3.2: CPP2 JACKET LOAD-OUT

75. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 42 of 43



















APPENDIX-3.2.1: CPP2 JACKET STOWAGE PLAN

77. PHE WMO Jacket General Fabrication and Erection Procedure
PHEWMO-PHE12-PHE24-CPP2-Z-PRC-0002-Rev. 1 Page 43 of 43



















APPENDIX-3.2.2: CPP2 JACKET LOAD-OUT SEQUENCE