23 1 4MB
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
Page 2 of 2
IWP Checklist Checklist Item
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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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1 of 6
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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6 of 6
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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