2023 02 09 - IWP A03 WP5.3 000 FI LC 101 CV01 101 - Rev1 [PDF]

Zitiervorschau

NLNG TRAIN7 Project

INSTALLATION WORK PACKAGE (IWP) Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101 Civil Works for Flare Foundation (A-6242) - Excavation

1

08-02-2023

Noel Talo

SeokWon Yoon

Cheolhwan Kim

ISSUE FOR INFORMATION

ISSUE

DATE

PREPARED BY(WFP)

CHECKED BY(WFP Lead)

APPROVED BY((Supt/Supv))

DESCRIPTION

CWA: A03-WP5.3-000

CWA Description: Flare Area

UNIT: 6200

UNIT Description: Flare Area_A03

DISCIPLINE: Civil-General

Level 3 Activity ID:CA03-5.3LC02-1020

Planned Start Date: 2023-02-06

Forecast Start Date:2023-02-06

Planned Finish Date: 2023-02-17

Forecast Finish Date: 2023-02-17

Key Quantity: 2768.65 - UOM: M3

Planned Manhours: 8306

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

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Description

Included (Y/N)

1

Working Area Summary

Y

2

List of detail items to be installed

Y

3

List of Drawings for Construction

Y

4

Supply for Concrete by JV

N

5

Special Requirement, if required

N

6

Construction Drawings

Y

Remarks

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

1. Working Area Summary :

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NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

2. List of detail items to be installed :

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2 of 6

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

3. List of Drawings for Construction :

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3 of 6

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

4. Supply for Concrete by JV :

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4 of 6

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

5. Special Requirement, if required :

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5 of 6

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

6. Construction Drawings :

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PLANT NORTH

N 2846.575

o

DRAWING LIMIT

TRUE NORTH

LEGEND AND NOTES

22

FENCE

1) 2) 3)

REFERENCE ELEVATION 100000 (HPP) IS EQUAL TO SITE DATUM LEVEL +3.60 (MSL) ALL DIMENSIONS ARE IN MILLIMETRES UNO. FOR PREVAILING WIND DIRECTION SEE SITE MASTER PLAN DRG. NO. T-14.162.050

4)

DENOTES AREA/UNIT LIMIT

5)

DENOTES BATTERY LIMIT

6)

DENOTES ACCIDENTALLY OIL CONTAMINATED (AOC) TRENCH

7)

DENOTES ENTIRELY OIL FREE (EOF) DITCH

8)

STEEL PLATFORM WITH GRATING

9)

DENOTES UNPAVED AREA (GRASS)

10)

DENOTES UNPAVED AREA (CRUSHED STONE)

10)

DENOTES HEAVY DUTY PAVING

11)

DENOTES LIGHT DUTY PAVING

PATROL ROAD

12)

ABBREVIATIONS:

0 4. 6m . 16 EL R= 2 M

= GENERAL ELEVATION HPP = HIGH POINT OF PAVING CL = CENTERLINE

KW

TOS = TOP OF STEEL ELEVATION TOG = TOP OF GRATING ELEVATION TOC = TOP OF CONCRETE ELEVATION

2

/m

EXISTING CHANNEL

E 3705.370 N 2747.930

R= 17 31 3m M 4. EL 73 KW .

R= 18 5m 25 4. 7 .5 M 3K EL W/ m .

13)

PIPE RACK

14)

PIPE TRACK

15) RADIATION CONTOUR REACHES A LOW POINT ELEVATED AT 10m ABOVE GRADE AT A RADIUS OF 140m FROM THE FLARE (ASSOCIATED TO KO DRUMS AREA) 16) ALL COORDINATES ARE IN METERS AND REFER TO PLANT DATUM. THE COORDINATES IN THE UNIT PLOT PLAN REFER TO UNIT DATUM /m

2

17) FOR DETAILS ON INTEGRATION WITH THE EOF DRAINAGE SYSTEM, REFER TO EOF DRAINAGE LAYOUT T-14.112.202/203. 18) FOR UNIT PLOT PLAN DETAILS OF T7 FLARE AREA, SEE DRAWING NO: T-14.163.100 AND T-14.163.101.

2

PLOT PLAN - HOLDING BASIN

E 3818.250

HOLD LIST

A-6242 COLD FLARE

FOR DETAILS SEE DWG T-14.162.052

A-6250 SPARE FLARE E 3814.500

A-6241 WARM FLARE E 3810.750

TOS +121000 HOLD1

1) DIMENSIONS AND ELEVATIONS OF ALL STRUCTURES.

2) DIMENSIONS AND ELEVATIONS OF ALL STATIC AND ROTATING EQUIPMENTS/PACKAGES. 3) PAVING AREA FOR FLARE STACK MAINTENANCE DUE TO VENDOR INFORMATION.

REFERENCE DRAWINGS

"C"

FLARE TIP EL+255.000

TOS +104500

WINCHING SYSTEM

T-14.112.202/203.

PLOT PLAN COMMON INTERCONNECTING PIPE RACK EXTENSION FOR TRAIN 7 A10-WP5.4-010

T-14.162.084 T-14.162.063

COMMON LIQUEFACTION UNIT (CLU) UNIT PLOT PLAN

T-14.186.012 T-14.162.052

28000 8000

45000

64630

D

E

SECTION "B-B"

DESIGNATION

CWA

ELEVATION

A-6241

WARM FLARE

POS EL +100000

A03-WP5.3-000

A-6242

COLD FLARE

POS EL +100000

A03-WP5.3-000

A-6250

SPARE FLARE

POS EL +100000

A03-WP5.3-000

V-6241

WARM FLARE KO DRUM

TOC EL +100500

A04-WP5.4-000

V-6242

COLD FLARE KO DRUM

TOC EL +100500

A04-WP5.4-000

V-6243

SPARE FLARE KO DRUM

TOC EL +100500

A04-WP5.4-000

V-6247

BLOW CASE

POS EL +103025

A04-WP5.4-000

P-6241A/B

WARM LIQUID DISPOSAL PUMP

POS EL +100200

A04-WP5.4-000

SCALE : NTS

35450

TILTING BED

EOF DRAINAGE LAYOUT

HPP +100000

9000

8500

V-6242

V-6243

V-6241

WAY CL ACCESS N 2645.255

T-14.185.708

ITEM 8000

28000

FIREFIGHTING EQUIPMENT LAYOUT

EQUIPMENT LIST

3215

2920

T-14.162.050

RELEIF , FLARE AND VENT STUDY REPORT PLOT PLAN C0NTROLLED DISCHARGE BASIN

C L EL+122.280 INLET NOZZLE HOLD 2

C L EL+122.060 INLET NOZZLE HOLD 2

9300

2830

3930

3000 4500(TYP)

FLARE TIP EL+255.000

10500

C L EL+122.270 INLET NOZZLE HOLD 2

10500

8000

8000

FLARE TIP EL+255.000

31240

SITE MASTER T7 PROJECT

"C" N 2626.500 9150

RESTRICTED ROAD

7250 HPP +100000

48000

4500(TYP) 1410 8000

STERILE AREA

N 2611.510 2

W

4K

"B"

WAY CL ACCESS N 2598.500

N 2594.500

0M =6 . D L RA M E 2

/m

5.6

TOS +109580

E 3671.000

TOS +108000

12000

71600

N 2588.800

KEY PLAN

7800 "A"

"B"

12000

V-6247

"A"

0

10

8000

30

8800

002

SECTION "A-A"

N 2550.000

SCALE 1:250 Bogdan Valentin Busnita

Digitally signed

A

27295

12000

SANDIP SANDIP by SATPUTE 2021.06.10 SATPUTE Date: 11:35:43 +01'00'

N 2533.700

ROAD BARRIER

E 3705.370 N 2539.935 LIFTING TACKLE BLOCKS

B

8000

Digitally signed by Bogdan Valentin Busnita Date: 2021.06.10 13:17:16 +01'00'

AF

RE-APPROVED FOR DESIGN

SS

09/06/21

BB

AE

RE-APPROVED FOR DESIGN

GA

28/09/20

AD

APPROVED FOR DESIGN - PRE LOI-PHASE

RD

ORIGINAL ISSUE - ISSUED FOR REVIEW

O

GUIDE RAIL

N 2522.700

CANTING TACKLE BLOCKS

REV

DESCRIPTION

Mattia Costanti ni

09/06/21

Digitally signed by Mattia Costantini Date: 2021.06.10 16:02:10 +02'00'

MC

09/06/21

BU 28/09/20

MC

28/09/20

18/09/19

MS 18/09/19

MS

18/09/19

RD

08/10/18

MS

08/10/18

MS

08/10/18

DWN

DATE

CHKD

DATE

APPD

DATE

22700

REVISIONS This Document is confidential. The copyright therein is vested in Nigeria LNG Ltd, Nigeria. Recipient must obtain the written authority of the said company before wholly or partially duplicating. All rights reserved.

E 3681.181 N 2515.740 CL

ROAD H

N 2500.000

RD DATE: 08/10/18 CHECKED: MS DATE: 08/10/18 APPROVED: MS DATE: 08/10/18 DRAWN:

LIFTING WINCH CANTING WINCH

AUXILIARY WINCH

TILTING BED TILTING BED

SECTION "C-C"

APPD. LNG:

NTS

NIGERIA LIQUEFIED NATURAL GAS NLNG - BONNY PROJECT NLNG TRAIN 7 LOCATION

{QRCODE}

DATE: CONTRACTOR DRAWING No.

L062-GB-A-62055 SCALE

T-14.162.055-SH1-AF.dwg

ORIGINAL SIZE:

A0

CLASSIFICATION:

MOST CONFIDENTIAL

CONFIDENTIAL

RESTRICTED

UNRESTRICTED

1:500

DISCIPLINE

BONNY ISLAND, NIGERIA TITLE

CAD REF:

50

40

GRAPHIC SCALE

001

8000

20

HPP +100000

UNIT No

6200

PIP

PLOT PLAN FLARE VENT RELIEF AND BLOW-DOWN

COMPANY PROJECT No. COMPANY DRAWING No. B190170NTP CONTRACTOR PROJECT No. N88480

T-14.162.055

REV

SHEET

01

OF

01

AF

NOTES

5750 AB

1. ALLDIMENSIONSAREINMILLIMETERSANDELEVATIONSAREINMETERSUNLESSOTHERWISEINDICATED

PLANT NORTH

2. ALLELEVATIONS,COORDINATESAREINMETERSUNLESSNOTEDOTHERWISE.FORALLCOORDINATESREFERTO SEE DETAIL M T9

22°

3. ALLTHECONCRETEWORKSSHALLCONFORMTOGENERALSPECIFICATIONOFCONCRETEWORKSDOCREF. 7000

T-14.112.000.

1420

4. ALLANCHORBOLTSINTHISDRAWINGSHALLBESUPPLIEDBYCONTRACTOR. 1544

T10

2910

183

1219 1630

TRUE NORTH

PLANTDATUM. 1910

5. CONSTRUCTIONJOINTSSHOWNAREINDICATIVEANDAREINDICATIVEANDARETOBEPROVIDEDASPERSITE REQUIREMENT. 6. DEWATERINGSHALLBEDONETOENSURETHATWATERTABLEISALWAYSBELOWTHEBOTTOMOFFOUNDATION UNTILSOILISBACKFILLED.

565

7. REFERENCEELEVATION100.000(HPP)ISEQUALTOSITEDATUMLEVEL+3.60(MSL). 2310

8. REINFORCEDBARSSHALLBEEARTHEDINACCORDANCEWITHPROJECTSTANDARDT-14.143.101.SH1.

SEE DETAIL B

9. LOCATIONOFEARTHINGBOSSSHALLBEINACCORDANCEWITHTHEEARTHINGLAYOUTT-14.141.542.

2000

2100

2100

SEE NOTE 5

LEGEND & SYMBOLS

T2A

T.O.G - TOP OF GROUT

4000

T2A

B.O.F - BOTTOM OF FOOTING 3000

F.G.L - FINISHED GRADE LEVEL T.O.F - TOP OF FOOTING T3C

1100

T3C

T.O.C - TOP OF CONCRETE BPT - BASE PLATE THICKNESS

1100

REFERENCE DOCUMENTS 5400

NO. SEE NOTE 5

2600

T3A

SITE MASTER PLAN T7 PROJECT

T-14.162.055-SH1

PLOT PLAN FLARE VENT RELIEF AND BLOW-DOWN

T-14.112.000-SH1

ONSHORE CONCRETE WORKS GENERAL NOTES

T-14.110.258-SH1

A-6242-ZK -FOUNDATION-CALCULATION REPORT

T-14.476.007-SH1_A

FOUNDATION PLAN FOR A-6241, A-6242 & A-6250 F-WW WARM WET, F-CD COLD DRY & F-SP SPARE FLARES

SEE DETAIL G

T-14.143.101-SH1

TYPICAL EARTHING & LIGHTNING INSTALLATION DRAWING

T3C

T3C

T-14.112.001-SH1

ANCHOR BOLTS STANDARD DRAWING

T-14.141.542-SH1

A/G EARTHING LAYOUT FOR FLARE AREA 0000 - GENERAL FACILITIES

SEE DETAIL J (062-ZL-015) TYP 770

770 1000

T-14.162.050-SH1

T3A

T3C 30000

TITLE

T6

T6

3500

4600

6380

SEE DETAIL D

600

850

T3A

T3A 4000

1696

196 T5

T5

1100

T3B T4

1410 830

540

T2A

T3B

T3B

T2A

N 2657.800 SEE DETAIL A

SEE DETAIL C 2300

THIS DRAWING

1100

T4

KEY PLAN

SEE DETAIL F

1245

5400

4000 SEE DETAIL H (062-ZL-014) TYP T5

E 3826.500

T4

330

790

T4

1100

1577

T6

1100

T6

600

SEE DETAIL E

2400 T1

T1

1700

2400

T2B

SCALE BAR 0

500

2500

1500

8000

2500

1500

4000

8000

1500

1

2

3

4

1:100

30000

CWP No: A03-WP5.3-000-FI-LC-101

16800

AZI TUTUME NIYO

Digitally signed by AZI TUTUMENIYO Date: 2023.01.13 14:42:10 +01'00'

signed by EGBE Digitally EGBE ONOME Date: 2023.01.16 ONOME 08:53:12 +01'00'

Claudio Voltolini

Digitally signed by Claudio Voltolini DN: cn=Claudio Voltolini, o=SAIPEM SPA, ou=Civil Engineering, email=claudio.voltolini@saip em.com, c=US Date: 2023.01.19 11:10:37 +01'00'

AB

APPROVED FOR CONSTRUCTION

ATU

13/01/23

OE

13/01/23

CV

13/01/23

AA

APPROVED FOR CONSTRUCTION

ATU

16/12//22

OE

16/12//22

EE

16/12//22

A

APPROVED FOR CONSTRUCTION WITH HOLD

AMU

20/09/22

OE

20/09/22

CV

20/09/22

O

ISSUED FOR REVIEW

AMU DWN

08/07/22 DATE

OE CHKD

08/07/22 DATE

EE APPD

08/07/22 DATE

DESCRIPTION

REV

REVISIONS This Document is confidential. The copyright therein is vested in Nigeria LNG Ltd, Nigeria. Recipient must obtain the written authority of the said company before wholly or partially duplicating. All rights reserved. DRAWN: DATE: CHECKED: APPROVED: DATE: APPD. LNG:

1300 {QRCODE}

SUPPORT-PLAN FORMWORK T-14.113.250-SH1.dwg

ORIGINAL SIZE:

A1

CLASSIFICATION:

MOST CONFIDENTIAL

CONFIDENTIAL

DATE: CONTRACTOR DRAWING No.

L062-CE-B-13250

SCALE 1:100

CAD REF:

NIGERIA LIQUEFIED NATURAL GAS NLNG - BONNY PROJECT NLNG TRAIN 7 LOCATION

SCALE

RESTRICTED

UNRESTRICTED

1:100

DISCIPLINE

BONNY ISLAND, NIGERIA TITLE

1300

1000

DATE:

T8 1400

550

550

1400

T7

AB 2000

550

SEE DETAIL L 2000 T8

2000

1400

SEE DETAIL K

AMU 08/07/22 OE 08/07/22 EE 08/07/22

UNIT No

6200

CIV

A-6242-ZK - FOUNDATION FORMWORK

COMPANY PROJECT No. B190170NTP CONTRACTOR PROJECT No. N88480

COMPANY DRAWING No.

T-14.113.250

REV

SHEET

01

OF

04

AB

NOTES 1. ALLDIMENSIONSAREINMILLIMETERSANDELEVATIONSAREINMETERSUNLESSOTHERWISEINDICATED

PLANT NORTH

2. ALLELEVATIONS,COORDINATESAREINMETERSUNLESSNOTEDOTHERWISE.FORALLCOORDINATESREFERTO PLANTDATUM. 3. ALLTHECONCRETEWORKSSHALLCONFORMTOGENERALSPECIFICATIONOFCONCRETEWORKSDOCREF.

22°

TRUE NORTH

T-14.112.000. 4. ALLANCHORBOLTSINTHISDRAWINGSHALLBESUPPLIEDBYCONTRACTOR. 5. CONSTRUCTIONJOINTSSHOWNAREINDICATIVEANDAREINDICATIVEANDARETOBEPROVIDEDASPERSITE REQUIREMENT. 6. DEWATERINGSHALLBEDONETOENSURETHATWATERTABLEISALWAYSBELOWTHEBOTTOMOFFOUNDATION UNTILSOILISBACKFILLED. 7. REFERENCEELEVATION100.000(HPP)ISEQUALTOSITEDATUMLEVEL+3.60(MSL). 8. REINFORCEDBARSSHALLBEEARTHEDINACCORDANCEWITHPROJECTSTANDARDT-14.143.101.SH1. 9. LOCATIONOFEARTHINGBOSSSHALLBEINACCORDANCEWITHTHEEARTHINGLAYOUTT-14.141.542.

LEGEND & SYMBOLS GROUT THICKNESS 50 mm THK

PROJECTION ANCHOR BOLTS SEE DETAIL 1

T.O.G - TOP OF GROUT DIA

B.O.F - BOTTOM OF FOOTING F.G.L - FINISHED GRADE LEVEL

T.O.G

T.O.F - TOP OF FOOTING T.O.C - TOP OF CONCRETE BPT - BASE PLATE THICKNESS

REFERENCE DOCUMENTS NO.

TITLE

T-14.162.050-SH1

SITE MASTER PLAN T7 PROJECT

T-14.162.055-SH1

PLOT PLAN FLARE VENT RELIEF AND BLOW-DOWN

SECTION A

T-14.112.000-SH1

ONSHORE CONCRETE WORKS GENERAL NOTES

N.T.S

T-14.110.258-SH1

A-6242-ZK -FOUNDATION-CALCULATION REPORT

T-14.476.007-SH1_A

FOUNDATION PLAN FOR A-6241, A-6242 & A-6250 F-WW WARM WET, F-CD COLD DRY & F-SP SPARE FLARES

T-14.143.101-SH1

TYPICAL EARTHING & LIGHTNING INSTALLATION DRAWING

T-14.112.001-SH1

ANCHOR BOLTS STANDARD DRAWING

T-14.141.542-SH1

A/G EARTHING LAYOUT FOR FLARE AREA 0000 - GENERAL FACILITIES

PROJECTION ANCHOR BOLTS SEE DETAIL 1

DETAIL 1 N.T.S

SECTION B N.T.S

KEY PLAN

PROJECTION ANCHOR BOLTS SEE DETAIL 1

THIS DRAWING

SECTION C

SCALE BAR

N.T.S

0

1

2

3

4

1:100 PROJECTION ANCHOR BOLTS SEE DETAIL 1

CWP No: A03-WP5.3-000-FI-LC-101

AB

SECTION D

AB

APPROVED FOR CONSTRUCTION

ATU

13/01/23

OE

13/01/23

CV

13/01/23

AA

APPROVED FOR CONSTRUCTION

ATU

16/12//22

OE

16/12//22

EE

16/12//22

A

APPROVED FOR CONSTRUCTION WITH HOLD

AMU

20/09/22

OE

20/09/22

CV

20/09/22

O

ISSUED FOR REVIEW

AMU DWN

08/07/22 DATE

OE CHKD

08/07/22 DATE

EE APPD

08/07/22 DATE

DESCRIPTION

REV

REVISIONS

N.T.S

This Document is confidential. The copyright therein is vested in Nigeria LNG Ltd, Nigeria. Recipient must obtain the written authority of the said company before wholly or partially duplicating. All rights reserved. DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:

AMU 08/07/22 OE 08/07/22 EE 08/07/22

APPD. LNG:

NIGERIA LIQUEFIED NATURAL GAS NLNG - BONNY PROJECT NLNG TRAIN 7 LOCATION TITLE

{QRCODE}

DATE: CONTRACTOR DRAWING No.

L062-CE-B-13250 SCALE

CAD REF:

T-14.113.250-SH1.dwg

ORIGINAL SIZE:

A1

CLASSIFICATION:

MOST CONFIDENTIAL

CONFIDENTIAL

RESTRICTED

UNRESTRICTED

1:100

DISCIPLINE

BONNY ISLAND, NIGERIA

UNIT No

6200

CIV

A-6242-ZK - FOUNDATION FORMWORK

COMPANY PROJECT No. B190170NTP CONTRACTOR PROJECT No. N88480

COMPANY DRAWING No.

T-14.113.250

REV

SHEET

02

OF

04

AB

JUT OUT

THICK. GROUT

TYPE

DIAM.

PROJ.

QTY. FOR EACH FDN

SIDE ORIENTATION

1. ALLDIMENSIONSAREINMILLIMETERSANDELEVATIONSAREINMETERSUNLESSOTHERWISEINDICATED

THICKNESS

NOTES

T1

2

+100.200 +99.200

+98.000

1200 800

200 2200

35

50

50

50

HH1

36

195

20

HH1-36-195-20

N

5. CONSTRUCTIONJOINTSSHOWNAREINDICATIVEANDAREINDICATIVEANDARETOBEPROVIDEDASPERSITE

T2A

4

+100.200 +99.200

+98.000

1200 800

200 2200

70

50

50

50

HH1

64

310

16

HH1-64-310-16

N

T2B

1

+100.200 +99.200

+98.000

1200 800

200 2200

70

50

50

50

HH1

36

195

18

HH1-36-195-18

N

T3A

4

+100.200 +99.200

+98.000

1200 800

200 2200

35

50

50

50

HH1

36

195

4

HH1-36-195-4

N

T3B

3

+100.200 +99.200

+98.000

1200 800

200 2200

30

50

50

50

HH1

42

170

6

HH1-42-170-6

N

T3C

5

+100.200 +99.200

+98.000

1200 800

200 2200

30

50

50

50

HH1

42

170

4

HH1-42-170-4

N

T4

4

+100.200 +99.200

+98.000

1200 800

200 2200

35

50

50

50

HH1

36

195

4

HH1-36-195-4

N

T5

3

+100.200 +99.200

+98.000

1200 800

200 2200

20

50

50

50

HH1

20

130

16

HH1-20-130-16

N

T.O.G

FORMWORK

T.O.F

B.O.F

A

B

C

D

ANCHOR BOLTS

LEAN CONC.

BPT

ITEMS

QUANTITY

BASEMENT

ANCHOR BOLTS DESIGNATION

2. ALLELEVATIONS,COORDINATESAREINMETERSUNLESSNOTEDOTHERWISE.FORALLCOORDINATESREFERTO PLANTDATUM. 3. ALLTHECONCRETEWORKSSHALLCONFORMTOGENERALSPECIFICATIONOFCONCRETEWORKSDOCREF. T-14.112.000. 4. ALLANCHORBOLTSINTHISDRAWINGSHALLBESUPPLIEDBYCONTRACTOR.

REQUIREMENT. 6. DEWATERINGSHALLBEDONETOENSURETHATWATERTABLEISALWAYSBELOWTHEBOTTOMOFFOUNDATION UNTILSOILISBACKFILLED. 7. REFERENCEELEVATION100.000(HPP)ISEQUALTOSITEDATUMLEVEL+3.60(MSL). 8. REINFORCEDBARSSHALLBEEARTHEDINACCORDANCEWITHPROJECTSTANDARDT-14.143.101.SH1.

AB

9. LOCATIONOFEARTHINGBOSSSHALLBEINACCORDANCEWITHTHEEARTHINGLAYOUTT-14.141.542.

LEGEND & SYMBOLS T.O.G - TOP OF GROUT B.O.F - BOTTOM OF FOOTING

T6

4

+100.200 +99.200

+98.000

1200 800

200 2200

20

50

50

50

HH1

20

130

4

HH1-20-130-4

N

T7

1

+100.200 +99.200

+98.000

300

300

200 800

20

50

50

50

HH1

36

195

4

HH1-36-195-4

N

T8

2

+100.200 +99.200

+98.000

300

300

200 800

20

50

50

50

HH1

36

195

4

HH1-36-195-4

N

T9

1

+100.200 +99.200

+98.000

600

1400 200 2200

20

50

50

50

HH1

42

170

6

HH1-42-170-6

N

T10

1

+100.200 +99.200

+98.000

600

1400 200 2200

20

50

50

50

HH1

42

170

8

HH1-42-170-8

N

F.G.L - FINISHED GRADE LEVEL T.O.F - TOP OF FOOTING T.O.C - TOP OF CONCRETE BPT - BASE PLATE THICKNESS

REFERENCE DOCUMENTS NO.

2400 300

1800

2100

300

T-14.162.050-SH1

SITE MASTER PLAN T7 PROJECT

T-14.162.055-SH1

PLOT PLAN FLARE VENT RELIEF AND BLOW-DOWN

T-14.112.000-SH1

ONSHORE CONCRETE WORKS GENERAL NOTES

T-14.110.258-SH1

A-6242-ZK -FOUNDATION-CALCULATION REPORT

T-14.476.007-SH1

FOUNDATION PLAN FOR A-6241, A-6242 & A-6250 F-WW WARM WET, F-CD COLD DRY & F-SP SPARE FLARES

T-14.143.101-SH1

TYPICAL EARTHING & LIGHTNING INSTALLATION DRAWING

T-14.112.001-SH1

ANCHOR BOLTS STANDARD DRAWING

T-14.141.542-SH1

A/G EARTHING LAYOUT FOR FLARE AREA 0000 - GENERAL FACILITIES

2100

1540

300

280

1500

300

280

180

200

280

TITLE

1100 520

290

850 165

520

KEY PLAN

165

DETAIL A T1-FORMWORK PLAN

DETAIL C T2B - FORMWORK PLAN

1:25

1:25

520

850

520 290

DETAIL B T2A - FORMWORK PLAN

1:25

THIS DRAWING

165

200

180

280

1100

165

290

1740

2100

1540

2100

2000

2400

290

DETAIL D T3A - FORMWORK PLAN

DETAIL E T4 - FORMWORK PLAN

1:25

1:25

SCALE BAR 0

1

2

3

4

1:25

CWP No: A03-WP5.3-000-FI-LC-101 AB

500

575

2000 1000

250

575

DETAIL H T5 - FORMWORK PLAN

DETAIL J T6 - FORMWORK PLAN

DETAIL K T7 - FORMWORK PLAN

DETAIL L T8 - FORMWORK PLAN

(062-ZL-014) TYP 1:25

(062-ZL-015) TYP 1:25

(062-ZL-015) TYP 1:25

(062-ZL-015) TYP 1:25

AB

APPROVED FOR CONSTRUCTION

ATU

13/01/23

OE

13/01/23

CV

13/01/23

AA

APPROVED FOR CONSTRUCTION

ATU

16/12/22

OE

16/12/22

EE

16/12/22

A

APPROVED FOR CONSTRUCTION WITH HOLD

AMU

20/09/22

OE

20/09/22

CV

20/09/22

O

ISSUED FOR REVIEW

AMU DWN

08/07/22 DATE

OE CHKD

08/07/22 DATE

EE APPD

08/07/22 DATE

DESCRIPTION

REV

REVISIONS

575

250

360

1400

120

120 115 180

1:25

360

120

600

1245

305 305

1:25

DETAIL G T3C - FORMWORK PLAN

650

600 120

500

1400

205

490

1100 255 255 295

DETAIL F T3B - FORMWORK PLAN

820

115 180

1100 690

650

115 180

655

205

295

295

295

1100 510

115 180

2000 700

575

1410

This Document is confidential. The copyright therein is vested in Nigeria LNG Ltd, Nigeria. Recipient must obtain the written authority of the said company before wholly or partially duplicating. All rights reserved. DRAWN: DATE: CHECKED: DATE: APPROVED: DATE:

AMU 08/07/22 OE 08/07/22 EE 08/07/22

APPD. LNG:

NIGERIA LIQUEFIED NATURAL GAS NLNG - BONNY PROJECT NLNG TRAIN 7 LOCATION TITLE

{QRCODE}

DATE: CONTRACTOR DRAWING No.

L062-CE-B-13250 SCALE

CAD REF:

T-14.113.250-SH1.dwg

ORIGINAL SIZE:

A1

CLASSIFICATION:

MOST CONFIDENTIAL

CONFIDENTIAL

RESTRICTED

UNRESTRICTED

1:25

DISCIPLINE

BONNY ISLAND, NIGERIA

UNIT No

6200

CIV

A-6242-ZK - FOUNDATION FORMWORK

COMPANY PROJECT No. B190170NTP CONTRACTOR PROJECT No. N88480

COMPANY DRAWING No.

T-14.113.250

REV

SHEET

03

OF

04

AB

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

Page 1 of 4

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

Page 2 of 4

Constraint Check List Standard Constraints Item

Description

Y / N / NA

1

Field Level Hazard Assessments (FLHA)

Y

2

Permit

Y

3

Material Request

N

4

Construction Equipment Required

Y

5

Services Required

Y

6

QCX Register

Y

Specific Constraints Additional Constraints Emerged Before or During Execution Item

Description

Y / N / NA

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

Page 3 of 4

Close Out: Planned Finish Date

2023-02-17

Actual Finish Date

Punch list / Item not installed Component Identifier

Description

Reason not installed

Lessons Learned Comments and Suggestions for Improvement (related to general Construction activities or WFP process)

Superintendent / Supervisor Signature: ________________________________________ Date: _____________/_____________/______________

NLNG TRAIN7 Project Civil Works for Flare Foundation

IWP-A03-WP5.3-000-FI-LC-101-CV01-101

NOTES

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