ASBUILT DRAW 11 Nov 2022.pdf

1. AS BUILT DRAWING ONSHORE PIPELINE PROTECTION SERVICE SECTION A - B PERTAMINA PHE WMO

2. U U B S T 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : A - A' 0.50 0.50 0.50 0.50 PAGAR RALLING BETON PAGAR RALLING BETON 1.60 2.35 0.30 Geotextile D 16-150 Gedek Bambu Elv. +0.32 Trucuk Bambu P=1.5 m D 19-150 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 ELEVASI TANAH ASLI JARAK/ PLAN SKALA = NTS This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. Elevasi Rencana SECTION : B - B' 0.50 0.50 0.50 0.50 PAGAR RALLING BETON PAGAR RALLING BETON 2.50 3.80 0.30 10.00 Geotextile D 16-150 Elv. + 0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 IFA ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PROCESS SAFETY PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 08 - 06 - 2022 PHEWMO-PROJ-C-GEN-2003 1 OF 1 0 DOCUMENT NO. SHEET REV Layout Section A - B (Hulu) TITLE REVISIONS 0.30 0.20 3.25 0.30 3.20 2.70 3. 47 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR 08-09-2022 06-09-2022 BY RPNB IFA IFR 08-09-2022 06-09-2022 RPNB PGR 2.402 2.106 PS PIPA GAS PHE R U M A H W A R G A P A G A R P IP A G A S S A K A RUMAH POMPA 0.01 1.05 4.28 JEMBATAN RENCANA WALKWAY REATANING WALL PINTU AIR PINTU AIR RACK SYSTEM RENCANA WALKWAY REATANING WALL 1.53 E E D C C B B A A + 2 .0 0 + 1 .0 0 + 1 .0 0 + 1 .0 0 + 2 .0 0 + 2 .0 0 + 1 .0 0 JEM BATAN SPBU 0.58 D Pipa Eksisting APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

3. 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : A - A' 0.50 0.50 0.50 0.50 PAGAR RALLING BETON PAGAR RALLING BETON 4.50 5.00 5.50 6.00 6.50 7.00 1.60 0.30 2.35 Geotextile D 16-150 Gedek Bambu Elv. +0.32 Trucuk Bambu P=1.5 m D 19-150 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : B - B' 0.50 0.50 0.50 0.50 PAGAR RALLING BETON PAGAR RALLING BETON 2.50 3.80 0.30 10.00 Geotextile D 16-150 Elv. + 0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS 2. BACKFILLING = 41,48 m3 CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PRE'D CHK'D PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE APP'D PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 DATE: 08 - 06 - 2022 PHEWMO-PROJ-C-GEN-2004 1 OF 1 0 DOCUMENT NO. SHEET REV Soil Backfilling Section A - B (Hulu) TITLE 3 .4 7 0.30 3.20 REVISIONS 0.30 0.20 3.25 2.70 IFR PROCESS SAFETY AS MW AT QA/QC APR BY DATE AS MW AT 08-09-2022 06-09-2022 RPNB TD BY 09-09-2022

4. U U B S T 3.07 PP Z 2.89 J BM - 02 (2022) 683313.524 X= = Y= 9208340.084 3.110 BM 1 (2022) 2.58 PS PGR 3.10 X:683321.771 Y:9208335.766 Z:3.256 TP 3 (2022) 2.66 AZ X JBT 3.03 Y:9208339.483 Z:3.276 BM - 01 683312.727 Z Y = = 2.889 = 1.36 D JPT 3.01 PGR 2.82 2.57 PS -2.00 -2.50 GBG 3.37 ELEVASI TANAH ASLI 2.57 TL BM1 3.26 PGR 2.63 PGR 3.31 2.82 T 2.14 PS 1.31 D 3.78 TL 1.20 D 3.25 PS 2.61 PS -0.51 D 2.60 PS 2.55 PS 6.58 B 1.29 E 6.57 B Elevasi Rencana PGR 2.51 2.53 PS 1.16 D 1.10 D MC 1.56 6.59 B MC 1.30 2.56 PS PGR 2.54 0.97 D SECTION : A - A' 3.31 B PGR 2.54 2.58 PS MC 1.51 1.10 D 0.65 E 1.68 D -0.48 D -0.48 D 0.57 DPS 2.58 0.66 DPS 2.58 3.30 PS 3.30 PS 2.58 PS PGR 3.32 TP 1 (2022) X:683290.322 Y:9208320.62 Z:2.567 1.69 E 0.50 3.37 0.62 D D 3.37 PS PS 0.56 D 2.61 PS 1.27 D 3.30 0.57 D D PS 3.37 3.37 0.58 PS D 3.40 PS 0.60 PS 0.61 D 3.40 PS MC 1.52 1.53 E 0.90 D 1.33 D 2.58 0.57 PS D 3.33 D 3.33 0.61 PS PS 0.57 D PGR 3.30 DAM 3.83 3.33 PS 0.58 3.18 D PS 3.27 D -0.51 D 3.30 PS 3.30 PS JARAK/ 9208334.813 BM2 3.01 1.33 D JBT 2.97 PGR 3.30 3.28 PP PGR 3.31 PGR 3.31 X:683323.691 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 TP3 3.28 PGR 3.29 BIDANG PERSAMAAN -1.50 -1.00 4.50 5.00 5.50 6.00 6.50 7.00 A A' 4.00 1.00 0.50 D3.40 PS 3.36 PS 3.36 PS 0.53 D 3.30 B 2.19 E 0.68 D 3.33D 0.57 1.58 E 0.61 DPS PS 3.33 3.34 PS 3.53 S DAM 3.37 3.50 S 0.64 D 0.53 D 3.13 PS 3.34 PS 2.99 PS 1.60 E 2.13 E 1.03 E TP2 3.38 3.99 TL 1.56 E 3.11 PS 2.86 E PGR 2.56 TP1 2.57 2.64 PS 3.12 PP TP 2 2.62 PP PGR 3.44 1.38 E X:683325.179 2.56 PS 1.64 D 1.43 E PGR 2.93 2.98 PS 1.76 D Y:9208321.879 Z:3.377 3.12 PS 4.50 5.00 5.50 6.00 6.50 7.00 1.44 E 2.92 PS PLAN SKALA : NTS ELEVASI TANAH ASLI JARAK/ Elevasi Rencana -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 1.51 D 2.99 PS 3.09 E 3.36 PS PGR 5.75 PGR 3.75 B' B 4.00 1.00 SECTION : B - B' This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 IFA A REV BY DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PROCESS SAFETY PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 08 - 06 - 2022 PHEWMO-PROJ-C-GEN-2005 1 OF 1 0 DOCUMENT NO. SHEET REV Layout For Divert River Flow & Soil Preparation For Access Section A - B (Hulu) TITLE PIPA GAS PIPA GAS PHE REVISIONS F D B C E G H SANDBAG Jembatan Plat Baja Jembatan Plat Baja A F' A' B' D' E' G' H' C' Pipa Eksisting IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

5. U U B S T 0.30 B 3.46 Geotextile D16-150 Elv. -2.695 Gedek Bambu Trucuk Bambu P=1.5 m 0.50 0.50 0.50 0.50 A POTONGAN : A - A A 0.30 B 3.53 0.30 10.00 Geotextile D16-150 Elv. -2.695 Gedek Bambu Trucuk Bambu P=1.5 m 0.50 0.50 0.50 0.50 0.50 0.50 POTONGAN : B - B PLAN SKALA : NTS This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS 2. GEOTEXTILE FOR CONCRETE FLOOR WORK = 59,65 m2 ENGINEERING APPROVAL BY 0 IFA DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 08 - 06 - 2022 PHEWMO-PROJ-C-GEN-2006 1 OF 1 0 DOCUMENT NO. SHEET REV GA For Pilling & Geotextile Section A - B (Hulu) TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE REVISIONS 0.30 0.30 +8 .5 0 +1 0. 00 +9 .0 0 +9 .5 0 TRUCUK BAMBU P = 1.5 m Jarang 50 cm 0 IFA A REV BY DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

6. C:UsersRSBDownloadsPDF ImagesASBUILT DRAW 07092022 rev 01 (1)7662.png C:UsersRSBDownloadsPDF ImagesASBUILT DRAW 07092022 rev 01 (1)7740.png Dinding Kiri 0.30 0.30 B D10-750 D19-150 D16-150 3.46 D10-750 D19-150 D16-150 3.46 3.46 Dinding Kanan D10-750 D19-150 0.30 D16-150 D16-150 Elv. -2.695 D19-150 D10-750 Detail Retening Wall POTONGAN : A - A 2D16 - 150 2D19-150 D10-750 10.00 D16-150 D19-150 D16-150 Elv. -2.695 A B 1.00 Concrete Removal 2xD16 - 150 D19-150 D10-750 3.53 POTONGAN : B - B 0.40 0.75 Detail Lantai Beton 2xD19 - 150 2xD16 - 150 2xD19 - 150 2xD16 - 150 2xD19 - 150 2xD16 - 150 A This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS 2. BESI Ø 10 = 170,16 m 3. BESI D 13 = 548,95 m 4. BESI D 16 = 1.688,12 m 5. BESI D 19 = 1.633,74 m 6. BEKESTING = 100,01 m2 CONTRACT NO. 4710005044 REF NO. GA OF REBAR B PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 IFA REV BY DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PROCESS SAFETY PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 08 - 06 - 2022 PHEWMO-PROJ-C-GEN-2007 1 OF 1 0 DOCUMENT NO. SHEET REV Ga Steel Bars For Retaining Wall & Concrete Floor Section A - B (Hulu) TITLE REVISIONS 0.30 0.30 0.30 0.30 + 8 .5 0 + 9 .0 0 + 9 .5 0 + 1 0 .0 0 IFA IFR 08-09-2022 06-09-2022 RPNB A APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 0.30 D 19-150 D 16-150 2xD19 - 150 2xD19 - 150 2xD19 - 150 2xD16 - 150 2xD16 - 150 2xD16 - 150 GA OF REBAR FLOOR Detail Walkway D 13-150 D 13-150 0.20 A 0.30 0.30 7. CONCRETE CAST (K-350) = 30,98 m3 8. CONCRETE REMOVAL = 21,33 m3 9. ALL DATA VOLUME ABOVE WILL BE REVIEWED LATER BY PHE WMO

7. 0.05 9.80 10.00 0.05 0.05 0.05 10.00 0.05 0.05 0.05 196 @ 50 = 9.80 0.05 FRONT VIEW RACK SYSTEM SID VIEW RACK SYSTEM 11.00 0.25 1.50 1.50 1.50 1.50 1.50 1.50 1.50 0.25 TOP VIEW CATWALK 10.50 0.20 0.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.50 0.30 1.00 CATWALK 11.00 CATWALK RALLING TRASH RACK This drawing and the design it covers are the property PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 0 IFA A IFR DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 26 - 08 - 2022 PHEWMO-PROJ-C-GEN-2008 1 OF 1 0 DOCUMENT NO. SHEET REV Detail Rack System & Detail Catwalk TITLE 4.45 REVISIONS 0.05 4.30 0.05 0.55 0.45 1.10 0.10 1.00 0.25 0.55 0.02 1.10 HAND RAIL 0.45 0.10 REV BY PROCESS SAFETY 08-09-2022 06-09-2022 RPNB 0 .0 5 0 .0 5 3 .3 6 3 .4 6 0.10 70° 3.25 0.30 APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 NOTES : of 1. ALL DIMENSION ON METERS

8. 300 4.besi.Ø12mm Besi.Ø8mm 4.besi.Ø10mm RIB PLATE TAMPAK POT. MELINTANG 100 ANCHOR BOLT SLIP JOINT 200 Pole CB,2a Base plate 300x16mm Lubang anchor bolt Rib plat 5mm JENIS ( GE ) Potongan tiang segi 8 340 Base plate 300x16mm Lubang anchor bolt Rib plat 5mm Pole 200 300 2000 POT.BASE PLATE Panel surya 120 x 60 Ø2 Ø1 75 RIB PLATE 400 4,66 Panel surya 120 x 60 Ø2 400 TAMPAK ATAS A GUARD OKTAGONAL POLE 0,25 DETAIL PJU SOLARCELL Stross t = 150cm A Besi Ø8mm 4 besi Ø12mm 4 besi Ø12mm 3 beugel Ø10mm Tanah 600 DETAIL PONDASI Stross t = 150cm This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. SOLAR PANEL LIGHTING SYSTEM INCLUDING POLE = 1 PCS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 IFA A IFR DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 08 - 06 - 2022 PHEWMO-PROJ-C-GEN-2009 1 OF 1 0 DOCUMENT NO. SHEET REV Detail PJU Solar Cell TITLE 11,75 2.00 500 REVISIONS 300 0,40 2500 2000 300 200 400 600 200 100 REV BY PROCESS SAFETY 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

9. AS BUILT DRAWING ONSHORE PIPELINE PROTECTION SERVICE SECTION B - C PERTAMINA PHE WMO

10. U U B S T 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : B - B' 0.50 0.50 0.50 0.50 PAGAR RALLING BETON PAGAR RALLING BETON 2.50 3.80 0.30 10.00 Geotextile D 16-150 Elv. + 0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m 1.50 1.50 Ø2 Panel Surya 120 x 60 Pagar Ralling BRC 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 0.50 BIDANG PERSAMAAN PLAN SKALA = 1 :100 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. -2.50 -3.00 -3.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : C - C' PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 28 - 06 - 2022 PHEWMO-PROJ-C-GEN-2010 1 OF 1 0 DOCUMENT NO. SHEET REV Layout Section B - C TITLE 0.50 0.50 0.50 3.00 3.70 0.30 Panel Surya 120 x 60 Pagar Ralling BRC Geotextile D 16-150 Elv. +0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m REVISIONS 3.33 2.00 0.20 0.30 3.25 0.30 0.20 3.25 3.30 2.00 2.70 2.70 Ø2 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB PGR 2.402 2.106 PS PIPA GAS PHE R U M A H W A R G A P A G A R P IP A G A S S A K A RUMAH POMPA 0.01 1.05 4.28 JEMBATAN RENCANA WALKWAY REATANING WALL PINTU AIR PINTU AIR RACK SYSTEM RENCANA WALKWAY REATANING WALL 1.53 E E D C C B B A A + 2 .0 0 + 1 .0 0 + 1 .0 0 + 1 .0 0 + 2 .0 0 + 2 .0 0 + 1 .0 0 JEM BATAN SPBU 0.58 D Pipa Eksisting APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

11. 1.50 1.50 1.50 Ø2 Panel Surya 120 x 60 Ø2 Panel Surya 120 x 60 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 BIDANG PERSAMAAN -1.50 -1.00 -2.00 -2.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : B - B' 0.50 0.50 0.50 0.50 4.50 5.00 5.50 6.00 6.50 7.00 PAGAR RALLING BETON PAGAR RALLING BETON 2.50 0.30 3.80 10.00 Geotextile D 16-150 Elv. + 0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m -1.50 -1.00 -2.00 0.50 BIDANG PERSAMAAN -2.50 -3.00 -3.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : C - C' 0.50 0.50 0.50 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 3.00 3.70 0.30 Pagar Ralling BRC Panel Surya 120 x 60 Pagar Ralling BRC Geotextile D 16-150 Elv. +0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 DATE: 28 - 06 - 2022 PHEWMO-PROJ-C-GEN-2011 1 OF 1 0 DOCUMENT NO. SHEET REV Soil Backfilling Section B - C (Hulu) TITLE 3.33 2.00 0.30 0.20 3.25 REVISIONS 2.70 3.33 2.00 0.20 0.30 3.25 3.30 2.00 2.70 Ø2 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR PROCESS SAFETY 08-09-2022 06-09-2022 RPNB BY PRE'D CHK'D APP'D AS MW AT QA/QC APR BY DATE AS MW AT TD 09-09-2022 2. BACKFILLING = 21,62 m3

12. U U B S T 3.07 PP B' Z 2.89 J BM - 02 (2022) 683313.524 X= = Y= 4.50 5.00 5.50 6.00 6.50 7.00 9208340.084 3.110 BM 1 (2022) 2.58 PS PGR 3.10 X:683321.771 Y:9208335.766 Z:3.256 TP 3 (2022) 2.66 AZ X JBT 3.03 Y:9208339.483 Z:3.276 BM - 01 683312.727 Z Y = = 2.889 = 1.36 D JPT 3.01 PGR 2.82 2.57 PS ELEVASI TANAH ASLI GBG 3.37 2.57 TL BM1 3.26 PGR 2.63 PGR 3.31 2.82 T 2.14 PS 1.31 D 3.78 TL 1.20 D 3.25 PS 2.61 PS -0.51 D 2.60 PS 2.55 PS 6.58 B 1.29 E 6.57 B 3.27 D -0.51 D 3.30 PS 3.30 PS Elevasi Rencana PGR 2.51 2.53 PS 1.16 D 1.10 D MC 1.56 6.59 B JARAK/ 9208334.813 BM2 3.01 1.33 D JBT 2.97 PGR 3.30 TP3 3.28 PGR 3.29 3.28 PP -2.00 -2.50 BIDANG PERSAMAAN PGR 3.31 PGR 3.31 X:683323.691 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 B 4.00 1.00 MC 1.30 0.97 D 2.56 PS PGR 2.54 SECTION : B - B' 3.31 B PGR 2.54 2.58 PS MC 1.51 1.10 D 0.65 E 1.68 D -0.48 D -0.48 D 0.57 DPS 2.58 0.66 DPS 2.58 3.30 PS 3.30 PS 2.58 PS PGR 3.32 TP 1 (2022) X:683290.322 Y:9208320.62 Z:2.567 1.69 E 0.50 3.37 0.62 D D 3.37 PS PS 0.56 D 2.61 PS 1.27 D 3.30 0.57 D D PS 3.37 3.37 0.58 PS D 3.40 PS 0.60 PS 0.61 D 3.40 PS MC 1.52 1.53 E 0.90 D 1.33 D 2.58 0.57 PS D 3.33 D 3.33 0.61 PS PS 0.57 D PGR 3.30 DAM 3.83 3.33 PS 0.58 3.18 D PS 0.50 D3.40 PS 3.36 PS 0.53 D 3.36 PS 3.30 B 2.19 E 0.68 D 3.33D 0.57 1.58 E 0.61 DPS PS 3.33 3.34 PS 3.53 S DAM 3.37 3.50 S 0.64 D 0.53 D 3.13 PS 3.34 PS 2.99 PS 1.60 E 2.13 E 1.03 E TP2 3.38 3.99 TL 1.56 E 3.11 PS 2.86 E PGR 2.56 TP1 2.57 2.64 PS 1.51 D 2.99 PS 3.09 E 3.36 PS PGR 5.75 PGR 3.75 3.12 PP TP 2 2.62 PP PGR 3.44 1.38 E X:683325.179 2.56 PS 1.64 D 1.43 E PGR 2.93 2.98 PS 1.76 D Y:9208321.879 Z:3.377 3.12 PS 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 1.44 E 2.92 PS PLAN SKALA : NTS ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : C - C' -1.50 -1.00 -2.00 BIDANG PERSAMAAN -2.50 -3.00 -3.50 4.00 1.00 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 28 - 06 - 2022 PHEWMO-PROJ-C-GEN-2012 1 OF 1 0 DOCUMENT NO. SHEET REV Layout For Divert River Flow & Soilpraparation For Access Section B - C TITLE PIPA GAS PIPA GAS PHE REVISIONS F D B C E G H SANDBAG Jembatan Plat Baja Jembatan Plat Baja A F' A' B' D' E' G' H' C' Pipa Eksisting 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

13. 2.23 10.00 3.45 Geotextile D 16-150 B C 0.50 0.50 0.50 0.50 0.50 0.50 POTONGAN : B - B D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m C 0.30 B 0.30 D19-150 3.25 Geotextile D16-150 Elv. -2.695 Gedek Bambu Trucuk Bambu P=1.5 m 0.50 0.50 0.50 0.50 0.50 0.50 POTONGAN : C - C PLAN SKALA : NTS This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 28 - 06 - 2022 PHEWMO-PROJ-C-GEN-2013 1 OF 1 0 DOCUMENT NO. SHEET REV GA For Pilling & Geotextile Section B - C TITLE REVISIONS +8 .5 0 +9 .0 0 +9 .5 0 +1 0. 00 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 2. GEOTEXTILE FOR CONCRETE FLOOR WORK = 39,60 m2 0.30 0.30

14. C:UsersRSBDownloadsPDF ImagesASBUILT DRAW 07092022 rev 01 (1)2259.png C:UsersRSBDownloadsPDF ImagesASBUILT DRAW 07092022 rev 01 (1)2275.png Kiri Kanan 0.30 0.30 0.30 0.30 B C D10-750 D10-750 D10-750 10.00 D16-150 3.53 3.53 D16-150 D19-150 D19-150 D16-150 D19-150 D16-150 Elv. -2.695 D19-150 D10-750 Detail Retening Wall POTONGAN : B - B 2D16 - 150 3.53 2D19-150 0.30 D10-750 D16-150 3.25 D19-150 D16-150 0.30 D19-150 D10-750 Elv. -2.695 POTONGAN : C - C C B 2xD16 - 150 Concrete Removal 0.40 0.75 1.00 2xD19 - 150 2xD16 - 150 2xD19 - 150 2xD16 - 150 2xD19 - 150 2xD16 - 150 B GA OF REBAR C This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 28 - 06 - 2022 PHEWMO-PROJ-C-GEN-2014 1 OF 1 0 DOCUMENT NO. SHEET REV Ga Stleel Bars For Retaining Wall & Concrete Floor Section B - C TITLE REVISIONS 0.30 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT TD PRE'D MW CHK'D AT AS APP'D AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 2.20 0.20 3.77 0.30 D19-150 D16-150 D13-150 D13-150 D13-150 D13-150 Detail Lantai Beton Walkaway 1. ALL DIMENSION ON METERS 2. BESI Ø 10 = 115,73 m 3. BESI D 13 = 637,49 m 4. BESI D 16 = 1.027,84 m 5. BESI D 19 = 1.001,78 m 6. BEKESTING = 58,913 m2 7. CONCRETE CAST (K-350) = 21,57 m3 8. CONCRETE REMOVAL = 10,91 m3 9. ALL DATA VOLUME ABOVE WILL BE REVIEWED LATER BY PHE WMO 2xD19 - 150 2xD16 - 150 2xD16 - 150 2xD16 - 150 2xD19 - 150 2xD19 - 150 GA OF REBAR FLOOR

15. AS BUILT DRAWING ONSHORE PIPELINE PROTECTION SERVICE SECTION C - D PERTAMINA PHE WMO

16. U U B S T 1.50 1.50 Ø2 Ø2 Panel Surya 120 x 60 Pagar Ralling BRC 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 0.50 BIDANG PERSAMAAN -2.50 -3.00 -3.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : C - C' Pagar Ralling BRC Pagar Ralling BRC 0.50 0.50 0.50 3.00 3.70 0.30 Panel Surya 120 x 60 Pagar Ralling BRC Geotextile D 16-150 Elv. +0.1 D 19-150 Gedek Bambu Trucuk Bambu P=1.5 m 4.50 5.00 5.50 6.00 6.50 3.23 2.70 1.00 1.50 2.00 2.50 3.00 3.50 0.20 D 19- 150 -0.50 0.00 D 16- 150 -1.50 -1.00 -2.00 Trucuk Bambu P=1.5 m 1.00 -3.00 -3.50 -4.50 -4.00 -5.00 PLAN SKALA = 1 :100 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE DESCRIPTION 0.50 0.50 0.50 0.50 0.50 0.40 200 Elv. -1.1 D 19- 150 Geotextile 0.50 0.50 JARAK/ PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2015 1 OF 1 0 DOCUMENT NO. SHEET REV Layout Section C - D TITLE REVISIONS 3.33 2.00 0.20 0.30 0.30 0.30 4.60 5.20 3.25 0.40 4.10 3.30 2.00 2.70 7.00 4.00 D 16- 150 0.50 Gedek Bambu -2.50 BIDANG PERSAMAAN 0.50 ELEVASI TANAH ASLI Elevasi Rencana SECTION : D - D' REV DATE DESCRIPTION 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY MW BY IFA APP'D DATE AS MW AT QA/QC APR BY IFR TD PRE'D 08-09-2022 06-09-2022 MW CHK'D AT AS RPNB PGR 2.402 2.106 PS PIPA GAS PHE R U M A H W A R G A P A G A R P IP A G A S S A K A RUMAH POMPA 0.01 1.05 4.28 JEMBATAN RENCANA WALKWAY REATANING WALL PINTU AIR PINTU AIR RACK SYSTEM RENCANA WALKWAY REATANING WALL 1.53 E E D C C B B A A + 2 .0 0 + 1 .0 0 + 1 .0 0 + 1 .0 0 + 2 .0 0 + 2 .0 0 + 1 .0 0 JEM BATAN SPBU 0.58 D Pipa Eksisting 09-09-2022 3.00

17. 1.50 1.50 Pagar Ralling BRC Ø2 Panel Surya 120 x 60 Pagar Ralling BRC 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 0.50 BIDANG PERSAMAAN -2.50 -3.00 -3.50 ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : C - C' JARAK/ 0.50 0.50 0.50 -4.50 -4.00 0.50 0.50 0.50 0.50 3.00 3.70 0.30 1.00 1.50 2.00 Panel Surya 120 x 60 Pagar Ralling BRC 5.00 5.50 6.00 3.23 3.00 3.50 4.00 7.00 Pagar Ralling BRC 0.20 D 16- 150 D 19- 150 -0.50 0.00 Geotextile D 16-150 Elv. +0.1 D 19-150 Trucuk Bambu P=1.5 m -3.00 -2.50 -3.50 1.00 0.40 200 Gedek Bambu Trucuk Bambu P=1.5 m -1.50 -1.00 D 16- 150 D 19- 150 Geotextile Gedek Bambu 0.50 0.50 0.50 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2016 1 OF 1 0 DOCUMENT NO. SHEET REV Soil Backfilling Section C - D TITLE 6.50 Ø2 4.50 2.70 2.50 0.50 Elv. -1.1 -2.00 BIDANG PERSAMAAN 0.50 -5.00 ELEVASI TANAH ASLI Elevasi Rencana SECTION : D - D' 3.33 2.00 0.20 0.30 3.25 REVISIONS 3.30 2.00 2.70 0.30 0.30 4.60 5.20 0.40 4.10 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR PROCESS SAFETY 08-09-2022 06-09-2022 RPNB BY APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AS 09-09-2022 AT AS 2. BACKFILLING = 53,89 m3 3.00

18. U U B S T 3.07 PP 4.50 5.00 5.50 6.00 6.50 7.00 Z 2.89 J BM - 02 (2022) 683313.524 X= = Y= 9208340.084 3.110 BM 1 (2022) 2.58 PS PGR 3.10 X:683321.771 Y:9208335.766 Z:3.256 TP 3 (2022) 2.66 AZ X JBT 3.03 Y:9208339.483 Z:3.276 BM - 01 683312.727 Z Y = = 2.889 = 1.36 D JPT 3.01 PGR 2.82 2.57 PS Elevasi Rencana GBG 3.37 2.57 TL BM1 3.26 PGR 2.63 PGR 3.31 2.82 T 2.14 PS 1.31 D 3.78 TL 1.20 D 3.25 PS 2.61 PS -0.51 D 2.60 PS 2.55 PS 6.58 B 1.29 E 6.57 B 3.27 D -0.51 D 3.30 PS 3.30 PS SECTION : C - C' PGR 2.51 2.53 PS 1.16 D 1.10 D MC 1.56 6.59 B 9208334.813 BM2 3.01 1.33 D JBT 2.97 PGR 3.30 3.28 PP PGR 3.31 PGR 3.31 BIDANG PERSAMAAN -2.50 -3.00 -3.50 ELEVASI TANAH ASLI TP3 3.28 PGR 3.29 JARAK/ X:683323.691 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 4.00 1.00 MC 1.30 0.97 D 2.56 PS PGR 2.54 3.31 B PGR 2.54 1.68 D 2.58 PS MC 1.51 1.10 D 0.65 E -0.48 D -0.48 D 0.57 DPS 2.58 0.66 DPS 2.58 3.30 PS 3.30 PS 2.58 PS PGR 3.32 TP 1 (2022) X:683290.322 Y:9208320.62 Z:2.567 1.69 E 0.50 3.37 0.62 D D 3.37 PS PS 0.56 D 2.61 PS 1.27 D 3.30 0.57 D D PS 3.37 3.37 0.58 PS D 3.40 PS 0.60 PS 0.61 D 3.40 PS MC 1.52 1.53 E 0.90 D 1.33 D 2.58 0.57 PS D 3.33 D 3.33 0.61 PS PS 0.57 D PGR 3.30 DAM 3.83 3.33 PS 0.58 3.18 D PS 0.50 D3.40 PS 3.36 PS 3.36 PS 0.53 D 3.30 B D' 2.19 E 0.68 D 3.33D 0.57 1.58 E 0.61 DPS PS 3.33 3.34 PS DAM 3.37 3.53 S 3.50 S 0.64 D 0.53 D 3.13 PS 3.34 PS 2.99 PS 1.60 E 2.13 E 1.03 E TP2 3.38 3.99 TL 1.56 E 3.11 PS 2.86 E PGR 2.56 TP1 2.57 2.64 PS 1.51 D 2.99 PS 3.09 E 3.36 PS PGR 5.75 PGR 3.75 4.50 5.00 5.50 6.00 6.50 7.00 3.12 PP TP 2 2.62 PP PGR 3.44 1.38 E X:683325.179 2.56 PS 1.64 D 1.43 E PGR 2.93 2.98 PS 1.76 D Y:9208321.879 Z:3.377 3.12 PS -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 1.44 E 2.92 PS PLAN SKALA : NTS ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : D - D' -3.00 -2.50 -3.50 BIDANG PERSAMAAN -4.50 -4.00 -5.00 4.00 D 1.00 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2017 1 OF 1 0 DOCUMENT NO. SHEET REV Layout For Divert River Flow & Soilpraparation For Access Section C - D TITLE PIPA GAS PIPA GAS PHE REVISIONS F D B C E G H SANDBAG Jembatan Plat Baja Jembatan Plat Baja A F' A' B' D' E' G' H' C' Pipa Eksisting REV DATE DESCRIPTION 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 AS

19. U 0.30 3.25 U B S D16-150 0.30 D19-150 Elv. -2.695 Gedek Bambu Trucuk Bambu P=1.5 m T Geotextile 0.50 0.50 0.50 0.50 0.50 0.50 D POTONGAN : C - C C 0.20 3.00 D 16- 150 D 19- 150 4.60 5.20 D 16- 150 D C 1.00 0.40 200 Elv. +5.90 0.30 0.30 0.53 Gedek Bambu Trucuk Bambu P=1.5 m D 19- 150 Geotextile 0.50 0.50 0.50 0.50 POTONGAN : D - D 0.20 D 19-150 PLAN SKALA : NTS Geotextile D 19-150 D 16-150 0.40 1.00 0.40 2.00 0.67 0.67 0.67 0.67 0.67 0.67 Gedek Bambu Trucuk Bambu P=1.5 m 5.20 D 16-150 Dinding Retening Walll This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2018 1 OF 1 0 DOCUMENT NO. SHEET REV GA For Pilling & Geotextile Section C - D TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE REVISIONS +8 .5 0 +9 .5 0 +9 .0 0 +1 0. 00 REV DATE DESCRIPTION 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 Diameter 500 - kedalaman 3 m Gedek Bambu Trucuk Bambu P=1.5 m Geotextile D 10-750 D 19-150 D 16-150 4.44 1.00 2.60 3.60 3.25 Geotextile Gedek Bambu Trucuk Bambu P=1.5 m D 10-750 D 19-150 D 16-150 Stross t = 150cm Stross t = 150cm Panel surya 120 x 60 Ø2 2.00 5.00 Gedek Bambu Trucuk Bambu P=1.5 m Long Section Dinding Retaining Walll 1. ALL DIMENSION ON METERS 2. GEOTEXTILE FOR CONCRETE FLOOR WORK = 65,00 m2

20. U D U B S T C 2D16 - 150 2D19-150 D C This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2019 1 OF 1 0 DOCUMENT NO. SHEET REV Ga Stleel Bars For Retaining Wall & Concrete Floor Section C - D TITLE REVISIONS REV DATE DESCRIPTION 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 Gedek Bambu Trucuk Bambu P=1.5 m Geotextile D 10-750 D 19-150 D 16-150 4.44 1.00 2.60 3.60 3.25 Geotextile Gedek Bambu Trucuk Bambu P=1.5 m D 10-750 D 19-150 D 16-150 Stross t = 150cm Stross t = 150cm 1.98 Panel surya 120 x 60 Ø2 2.00 5.00 Gedek Bambu Trucuk Bambu P=1.5 m Long Section Dinding Retaining Walll POTONGAN : C - C D 16- 150 3.00 D 16- 150 D 19- 150 D 19- 150 4.46 0.30 1.00 200 0.40 0.20 4.60 5.20 0.30 0.40 POTONGAN : D - D 5.20 D 19-150 D 16-150 D 16-150 D 19-150 Dinding Retaining Walll 1.00 0.75 0.40 Concrete Removal WalkWay D 10-750 D 19-150 D 16-150 D 10-750 D 19-150 D 16-150 Slab Lantai D16-150 D19-150 D19-150 D16-150 D19-150 D19-150 D16-150 D19-150 D19-150 D16-150 D19-150 D19-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D19-150 3.00 3.00 0.20 2.80 0.20 2.80 0.20 0.40 5.20 5.60 GA OF REBAR RETAINING WALL D19-150 D19-150 D19-150 0.30 Detail Lantai Beton Pipa 14 inch D 19-150 D 16-150 2.23 0.30 3.25 Elv. +0.1 D 19-150 D 16-150 2.23 0.30 3.25 Elv. +0.1 2.20 0.20 3.77 D 19-150 D 16-150 GA OF REBAR FLOOR 2D16 - 150 2D16 - 150 2D19-150 2D19-150 0.20 0.20 0.20 0.20 D13-150 D13-150 D13-150 D13-150 1. ALL DIMENSION ON METERS 2. BESI Ø 10 = 166,14 m 3. BESI Ø 13 = 661,30 m 4. BESI D 16 = 1685,08 m 5. BESI D 19 = 1635,98 m 6. BEKESTING = 90,00 m2 7. CONCRETE CAST (K-350) = 38,00 m3 8. CONCRETE REMOVAL =15.25 m3 9. ALL DATA VOLUME ABOVE WILL BE REVIEWED LATER BY PHE WMO

21. 0.20 0.20 5.20 5.20 5.60 5.60 0.40 0.40 1.00 0.40 3.40 2.00 3.90 1.20 3.90 2.00 3.40 0.40 1.00 REBAR ARRANGEMENT INSITU SLAB AND SUPPORT PIPA EXSISTING This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 DATE: 18 - 08 - 2022 PHEWMO-PROJ-C-GEN-2020 1 OF 1 0 DOCUMENT NO. SHEET REV Rebar Arrangement Beam, Column and Pile Cap Support Pipe Eksisting TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE REVISIONS 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR PROCESS SAFETY 08-09-2022 06-09-2022 RPNB BY APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D 09-09-2022 AT AS

22. 0.20 0.20 1.00 0.40 3.40 2.00 1.00 0.40 3.40 2.00 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2021 1 OF 1 0 DOCUMENT NO. SHEET REV Rebar Arrangement Reatining Wall Cantilever TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE 5.60 0.40 5.20 REVISIONS 5.60 0.40 5.20 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR PROCESS SAFETY 08-09-2022 06-09-2022 RPNB BY APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D 09-09-2022 AT AS

23. 4.00 2.00 2.00 1.20 1.20 1.20 2.80 1.20 TOP VIEW SUPPORT PIPE EXSISTING 0.40 K.1 1.85 BEAM B.1 0.40 K.1 0.30 0.30 SECTION 1 520 120 280 120 0.40 6 D16 Ø10-150 0.05 0.05 2 D10 0.05 0.60 0.40 Ø10-150 0.05 3 D19 0.05 2 D19 Ø10-150 0.05 2 D19 0.05 0.05 3 D19 0.30 DETAIL BEAM B.1 SECTION 2 REBAR ARRANGEMENT SUPPORT PIPE EXSISTING This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 DATE: 18 - 08 - 2022 PHEWMO-PROJ-C-GEN-2022 1 OF 1 0 DOCUMENT NO. SHEET REV Rebar Arrangement Beam, Column & Pile Cap Support Pipe Existing Section C - D TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE DETAIL BEAM B.2 REVISIONS 120 40 40 40 40 40 40 120 1 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR PROCESS SAFETY 08-09-2022 06-09-2022 RPNB BY APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D 09-09-2022 AT AS 1.20 1.00 DETAIL PILE CAP DETAIL COLOUM 0.30 0.40 1.00 4.00 0.40 2.65 0.50 1.50 1.99 1.85 +1.700 3.07 0.78 1.20 2.80 BEAM B.1 1.20 3.55 5.55 K.1 0.40 0.40 3.15 1.85 BEAM B.2

24. 1.050 3.816 0.15 0.65 0.20 PLATE T=10mm 0.23 0.06 0.672 0.20 PLATE T=10mm 0.672 0.20 PLATE T=10mm 0.672 0.20 PLATE T=10mm 0.672 0.20 0.65 PLATE T=10mm UNP 200X90 0.025 0.094 UNP 140x60 0.50 0.20 BESI BAJA Ø10CM UNP 200 x 90 BESI BAJA Ø10CM BESI BAJA Ø10CM BESI BAJA Ø10CM BESI BAJA Ø10CM BEARING 0.163 0.17 0.575 2.326 SIDE VIEW 3.816 0.12 0.10 0.475 0.10 2.226 0.10 0.475 0.10 0.12 0.575 0.17 0.48 0.628 0.048 0.163 BEARING 0.026 0.10 0.38 0.90 0.57 0.325 0.90 PLATE T=10mm 0.15 0.20 FRONT VIEW 0.217 0.06 0.807 UNP 200x90 0.60 0.807 0.60 0.217 0.15 0.90 0.12 PLATE T=10mm 0.325 PLATE T=10mm PLATE T=10mm 0.57 0.12 0.90 BESI BAJA Ø10CM UNP 200x90 BESI BAJA Ø10CM 0.15 0.17 0.575 2.326 0.575 0.17 TOP VIEW 3.816 0.65 0.20 0.672 0.20 0.672 0.20 0.672 0.20 0.672 0.20 0.65 PLATE T=10mm UNP 140x60 UNP 140x60 UNP 140x60 UNP 140x60 UNP 140x60 BEARING BEARING BEARING BEARING 0.17 0.575 2.326 0.575 0.17 SECTION 1 This drawing and the design it covers are the property of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. NOTES : 1. ALL DIMENSION ON METERS ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: RM 1 : 100 DATE: 18- 08 - 2022 PHEWMO-PROJ-C-GEN-2023 1 OF 1 0 CONTRACTOR'S APP'D SCALE DOCUMENT NO. SHEET REV Detailed Rebar Arrangement Insitu Slab & Pipe Support Pipe Existing Section C - D TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE BESI BAJA Ø10cm REVISIONS BESI BAJA Ø10cm 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION IFR PROCESS SAFETY 08-09-2022 06-09-2022 RPNB BY APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D 09-09-2022 AT AS

25. 300 4.besi.Ø12mm Besi.Ø8mm 4.besi.Ø10mm RIB PLATE TAMPAK POT. MELINTANG 100 ANCHOR BOLT SLIP JOINT 200 Pole CB,2a Base plate 300x16mm Lubang anchor bolt Rib plat 5mm JENIS ( GE ) Potongan tiang segi 8 340 Base plate 300x16mm Lubang anchor bolt Rib plat 5mm Pole 200 300 2000 POT.BASE PLATE Panel surya 120 x 60 Ø2 Ø1 75 RIB PLATE 400 4,66 Panel surya 120 x 60 Ø2 400 TAMPAK ATAS A GUARD OKTAGONAL POLE 0,25 DETAIL PJU SOLARCELL Stross t = 150cm A Besi Ø8mm 4 besi Ø12mm 4 besi Ø12mm 3 beugel Ø10mm Tanah 600 DETAIL PONDASI Stross t = 150cm This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. SOLAR PANEL LIGHTING SYSTEM INCLUDING POLE = 2 PCS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 27 - 07 - 2022 PHEWMO-PROJ-C-GEN-2024 1 OF 1 0 DOCUMENT NO. SHEET REV Detail PJU Solarcell TITLE 11,75 2.00 500 REVISIONS 300 0,40 2500 2000 300 200 400 600 200 100 REV DATE DESCRIPTION 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022

26. AS BUILT DRAWING ONSHORE PIPELINE PROTECTION SERVICE SECTION D - E PERTAMINA PHE WMO

27. U U B S T Pagar Ralling BRC 5.00 5.50 6.00 6.50 7.00 3.23 1.50 2.00 2.50 3.00 3.50 4.00 2.70 0.20 3.00 D 16- 150 D 19- 150 Pagar Ralling BRC -0.50 0.00 0.50 D 16- 150 -1.50 -1.00 -2.00 -3.00 -2.50 -3.50 -4.50 -4.00 -5.00 0.50 0.50 1.00 0.40 200 Elv. -1.1 D 19- 150 Geotextile Gedek Bambu Trucuk Bambu P=1.5 m 0.50 0.50 0.50 0.50 0.50 0.50 JARAK/ PAGAR RALLING BRC PAGAR RALLING BRC 4.50 5.00 5.50 6.00 6.50 7.00 JALAN BETON -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 D16-150 D19-150 -2.00 -3.00 -2.50 -3.50 PLAN SKALA = 1 :100 JARAK/ Elevasi Rencana SECTION : E - E' BIDANG PERSAMAAN -4.50 -4.00 -5.00 ELEVASI TANAH ASLI 0.50 0.50 0.50 0.50 1.00 0.40 2.00 4.00 0.20 2.70 SSP D16-150 D19-150 D16-150 D19-150 Geotextile Elv. -1.1 D16-150 D19-150 Gedek Bambu D16-150 D19-150 Trucuk Bambu P=1.5 m 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 IFA A REV DATE ISSUED FOR APPROVAL ISSUED FOR REVIEW DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 29 - 07 - 2022 1 OF 1 0 DOCUMENT NO. SHEET REV Layout Section D - E TITLE REVISIONS 0.30 0.30 4.60 5.20 0.300.30 5.20 4.60 0.40 0.40 4.10 4.10 4.50 1.00 BIDANG PERSAMAAN ELEVASI TANAH ASLI Elevasi Rencana SECTION : D - D' PROCESS SAFETY APP'D DATE AS MW AT PRE'D MW CHK'D AT AS BY IFA APP'D AS MW AT QA/QC APR BY IFR TD PRE'D 08-09-2022 06-09-2022 MW CHK'D AT AS RPNB PGR 2.402 2.106 PS PIPA GAS PHE R U M A H W A R G A P A G A R P IP A G A S S A K A RUMAH POMPA 0.01 1.05 4.28 JEMBATAN RENCANA WALKWAY REATANING WALL PINTU AIR PINTU AIR RACK SYSTEM RENCANA WALKWAY REATANING WALL 1.53 E E D C C B B A A + 2 .0 0 + 1 .0 0 + 1 .0 0 + 1 .0 0 + 2 .0 0 + 2 .0 0 + 1 .0 0 JEM BATAN SPBU 0.58 D Pipa Eksisting 09-09-2022 PHEWMO-PROJ-C-GEN-2025

28. PAGAR RALLING BRC PAGAR RALLING BRC Pagar Ralling BRC Pagar Ralling BRC 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 -3.00 -2.50 -3.50 -4.50 -4.00 -5.00 ELEVASI TANAH ASLI JARAK/ JARAK/ Elevasi Rencana SECTION : E - E' 0.50 0.50 1.00 0.40 200 3.23 4.50 5.00 5.50 6.00 6.50 7.00 2.70 0.20 3.00 D 16- 150 D 19- 150 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 D 16- 150 Elv. -1.1 D 19- 150 Geotextile Gedek Bambu -2.00 -3.00 -2.50 0.50 0.50 0.50 BIDANG PERSAMAAN 0.50 0.50 -3.50 -4.50 -4.00 -5.00 0.50 0.50 0.50 0.50 1.00 0.40 2.00 -1.50 -1.00 D16-150 D19-150 Elv. -1.1 D16-150 D19-150 Gedek Bambu D16-150 D19-150 Trucuk Bambu P=1.5 m JALAN BETON 4.00 0.20 2.70 SSP D16-150 D19-150 D16-150 D19-150 Geotextile 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 250 OF 1 0 DOCUMENT NO. SHEET REV Soil Backfilling Section D - E TITLE 0.30 0.30 5.20 4.60 0.40 REVISIONS 4.10 0.30 0.30 4.60 5.20 0.40 4.10 Trucuk Bambu P=1.5 m BIDANG PERSAMAAN 0.50 ELEVASI TANAH ASLI Elevasi Rencana SECTION : D - D' 0 IFA A ISSUED FOR APPROVAL ISSUED FOR REVIEW IFR 08-09-2022 06-09-2022 RPNB BY PROCESS SAFETY APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D 09-09-2022 AT AS 2. BACKFILLING = 78,99 m3 PHEWMO-PROJ-C-GEN-2026 1 DATE: 29 - 07 - 2022

29. U D' U B S Z 2.89 J BM - 02 (2022) 683313.524 X= = Y= 9208340.084 3.110 BM 1 (2022) 2.58 PS PGR 3.10 X:683321.771 Y:9208335.766 Z:3.256 TP 3 (2022) 2.66 AZ X JBT 3.03 Y:9208339.483 Z:3.276 BM - 01 683312.727 Z Y = = 2.889 = 1.36 D JPT 3.01 PGR 2.82 2.57 PS Elevasi Rencana GBG 3.37 2.57 TL BM1 3.26 PGR 2.63 PGR 3.31 2.82 T 2.14 PS 1.31 D 3.78 TL 1.20 D 3.25 PS 2.61 PS -0.51 D 2.60 PS 2.55 PS 6.58 B 1.29 E 6.57 B 3.27 D -0.51 D 3.30 PS 3.30 PS SECTION : D - D' PGR 2.51 2.53 PS 1.16 D 1.10 D MC 1.56 6.59 B 9208334.813 BM2 3.01 1.33 D JBT 2.97 PGR 3.30 3.28 PP PGR 3.31 -5.00 PGR 3.31 ELEVASI TANAH ASLI TP3 3.28 PGR 3.29 JARAK/ BIDANG PERSAMAAN -4.50 -4.00 X:683323.691 -3.50 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 -3.00 -2.50 T 3.07 PP 4.50 5.00 5.50 6.00 6.50 7.00 D 4.00 1.00 MC 1.30 0.97 D 2.56 PS PGR 2.54 3.31 B PGR 2.54 1.68 D 2.58 PS MC 1.51 1.10 D 0.65 E -0.48 D -0.48 D 0.57 DPS 2.58 0.66 DPS 2.58 3.30 PS 3.30 PS 2.58 PS PGR 3.32 TP 1 (2022) X:683290.322 Y:9208320.62 Z:2.567 1.69 E 0.50 3.37 0.62 D D 3.37 PS PS 0.56 D 2.61 PS 1.27 D 3.30 0.57 D D PS 3.37 3.37 0.58 PS D 3.40 PS 0.60 PS 0.61 D 3.40 PS MC 1.52 1.53 E 0.90 D 1.33 D 2.58 0.57 PS D 3.33 D 3.33 0.61 PS PS 0.57 D PGR 3.30 DAM 3.83 3.33 PS 0.58 3.18 D PS 0.50 D3.40 PS 3.36 PS 3.36 PS 0.53 D 3.30 B E' 2.19 E 0.68 D 3.33D 0.57 1.58 E 0.61 DPS PS 3.33 3.34 PS DAM 3.37 3.53 S 3.50 S 0.64 D 0.53 D 3.13 PS 3.34 PS 2.99 PS 1.60 E 2.13 E 1.03 E TP2 3.38 3.99 TL 1.56 E 3.11 PS 2.86 E PGR 2.56 TP1 2.57 2.64 PS 1.51 D 2.99 PS 3.09 E 3.36 PS PGR 5.75 PGR 3.75 3.12 PP TP 2 2.62 PP PGR 3.44 1.38 E X:683325.179 2.56 PS 1.64 D 1.43 E PGR 2.93 2.98 PS 1.76 D Y:9208321.879 Z:3.377 3.12 PS 4.50 5.00 5.50 6.00 6.50 7.00 -0.50 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 4.00 -1.50 -1.00 -2.00 1.44 E 2.92 PS PLAN SKALA : NTS ELEVASI TANAH ASLI JARAK/ Elevasi Rencana SECTION : E - E' -3.00 -2.50 -3.50 BIDANG PERSAMAAN -4.50 -4.00 -5.00 E 4.00 1.00 This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. 1. ALL DIMENSION ON METERS CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 A REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 29 - 07 - 2022 1 OF 1 0 DOCUMENT NO. SHEET REV Layout For Divert River Flow & Soilpraparation For Access Section D - E TITLE PIPA GAS PIPA GAS PHE REVISIONS F D B C E G H SANDBAG Jembatan Plat Baja Jembatan Plat Baja A F' A' B' D' E' G' H' C' Pipa Eksisting 16.30 ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 PHEWMO-PROJ-C-GEN-2027

30. U U B S T E D SSP E D 4.60 5.20 D16-150 D19-150 D16-150 D19-150 Geotextile Elv. +5.90 0.30 0.30 D16-150 D19-150 0.40 1.00 0.20 0.40 2.00 D16-150 D19-150 Gedek Bambu D16-150 D19-150 Trucuk Bambu P=1.5 m D 19-150 0.50 0.50 0.50 0.50 0.50 0.50 POTONGAN : E - E 5.20 D 16-150 Geotextile PLAN SKALA : NTS 0.67 0.67 0.67 0.67 0.67 0.67 Dinding Retening Walll D 19-150 D 16-150 0.40 1.00 0.40 2.00 Gedek Bambu Trucuk Bambu P=1.5 m This drawing and the design it covers are the property NOTES : of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. ENGINEERING APPROVAL BY 0 A REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 29 - 07 - 2022 OF 1 0 DOCUMENT NO. SHEET REV GA For Pilling & Geotextile Section D - E TITLE CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE REVISIONS +8 .5 0 +1 0. 00 +9 .0 0 +9 .5 0 ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 Gedek Bambu Trucuk Bambu P=1.5 m Geotextile D 10-750 D 19-150 D 16-150 4.44 1.00 2.60 3.60 3.25 Geotextile Gedek Bambu Trucuk Bambu P=1.5 m D 10-750 D 19-150 D 16-150 Stross t = 150cm Stross t = 150cm 1.98 Panel surya 120 x 60 Ø2 2.00 5.00 Gedek Bambu Trucuk Bambu P=1.5 m Long Section Dinding Retaining Walll Diameter 500 - kedalaman 3 m Elv. +5.90 D 16- 150 3.00 D 16- 150 D 19- 150 D 19- 150 4.46 Geotextile Gedek Bambu Trucuk Bambu P=1.5 m 0.30 1.00 200 0.50 0.50 0.50 0.50 0.40 0.20 4.60 5.20 0.30 0.53 POTONGAN : D - D Pipa 14 inch 0.20 0.20 0.20 4.00 0.20 1. ALL DIMENSION ON METERS 2. GEOTEXTILE FOR CONCRETE FLOOR WORK = 115,00 m2 PHEWMO-PROJ-C-GEN-2028 1

31. This drawing and the design it covers are the property of PERTAMINA PHE WMO. It is merely loaned on borrower's expressed agreement that it will not be transmitted, reproduced or disclosed to anyone or otherwise used except privatelt and then only in a manner stated in the written consent by the lender. NOTES : CONTRACT NO. 4710005044 REF NO. PROJECT TITLE ONSHORE PIPELINE PROTECTION SERVICE ENGINEERING APPROVAL BY 0 A REV DATE DESCRIPTION PROCESS ELECTRICAL INSTRUMENT STRUCTURAL MECHANICAL PIPING PIPELINE PHE WMO APP'D DATE PERTAMINA PHE WMO DATE: CONTRACTOR'S APP'D SCALE RM 1 : 300 DATE: 29 - 07 - 2022 1 OF 1 0 DOCUMENT NO. SHEET REV Ga Stleel Bars For Retaining Wall & Concrete Floor Section D - E TITLE REVISIONS ISSUED FOR APPROVAL ISSUED FOR REVIEW PROCESS SAFETY AS BY IFA IFR 08-09-2022 06-09-2022 RPNB APP'D DATE AS MW AT QA/QC APR BY TD PRE'D MW CHK'D AT AS 09-09-2022 Gedek Bambu Trucuk Bambu P=1.5 m Geotextile D 10-750 D 19-150 D 16-150 4.44 1.00 2.60 3.60 3.25 Geotextile Gedek Bambu D 10-750 D 19-150 D 16-150 Stross t = 150cm Stross t = 150cm 1.98 Panel surya 120 x 60 Ø2 2.00 5.00 Gedek Bambu Trucuk Bambu P=1.5 m Long Section Dinding Retaining Walll 1 1 D D E E 2D19-150 2D16 - 150 POTONGAN : D - D POTONGAN : E - E 5.20 D 19-150 D 16-150 D 16-150 D 19-150 Dinding Retaining Walll D 10-750 D 19-150 D 16-150 D 10-750 D 19-150 D 16-150 Slab Lantai D16-150 D19-150 D19-150 D16-150 D19-150 D19-150 D16-150 D19-150 D19-150 D16-150 D19-150 D19-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D16-150 D19-150 3.00 3.00 0.20 2.80 0.20 2.80 0.20 0.40 5.20 5.60 GA OF REBAR RETAINING WALL D19-150 D19-150 D19-150 0 GA OF REBAR FLOOR 2D16 - 150 2D16 - 150 2D19-150 2D19-150 Elv. +5.90 D 16- 150 3.00 D 16- 150 D 19- 150 D 19- 150 4.46 0.30 1.00 200 0.40 0.20 4.60 5.20 0.30 0.53 Pipa 14 inch 0.20 0.20 WalkWay 2.20 0.20 3.77 10 - 06 - 2022 4.46 0.20 SSP 4.60 5.20 D16-150 D19-150 D16-150 D19-150 Geotextile Elv. +5.90 0.30 0.30 D16-150 D19-150 0.40 1.00 0.40 2.00 D16-150 D19-150 Gedek Bambu D16-150 D19-150 0.50 0.50 0.50 0.50 0.50 0.50 0.20 D13-150 D13-150 D13-150 D13-150 1. ALL DIMENSION ON METERS 2. BESI Ø 10 = 216,55 m 3. BESI D 13 = 828,98 m 4. BESI D 16 = 2135,76 m 5. BESI D 19 = 2092,30 m 6. BEKESTING = 122,17 m2 7. CONCRETE CAST (K-350) = 52,26 m3 8. CONCRETE REMOVAL = 25,25 m3 9. ALL DATA VOLUME ABOVE WILL BE REVIEWED LATER BY PHE WMO PHEWMO-PROJ-C-GEN-2029

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