NOTES:
17T14@150T1-M01
17T14@150B1-M01
2600
300
250 1500 250
300
2600
2600
300
5300
250 1500 250
300
35T14@150T1-M02
35T14@150B1-M02
1. ALL LEVELS ARE IN METERS
2. ALL DIMENSIONS ARE IN MILLIMETER,UNLESS
OTHERWISE INDICATED.
3. OTHER REQUIREMENTS NOT MENTIONED IN THIS
DRAWINGS REFER TO "GENERAL DESIGN NOTES FOR
CONCRETE STRUCTURES" AND "GENERAL DESIGN
NOTES FOR STEEL STRUCTURES".
4. GRADE OF LONGITUDINAL AND STIRRUPS IS
GRADEB500B OR EQUIVALENT. C35/45 CONCRETE OR
EQUIVALENT IS FOR STRUCTURES.
5. STRUCTURAL STEEL SECTIONS SHALL CONFORM TO
S275 OR EQUIVALENT.
6. SPREAD FOOTING IS ADOPTED AND THE
CHARACTERISTIC VALUE OF SUBGRADE BEARING
CAPACITY IS NOT LESS THAN 120KPa.
7. RELATIVE ELEVATION IS USED IN DRAWINGS. THE
RELATIVE ELEVATION OF ±0.00 IS EQUAL TO GRADE
LEVEL. ABSOLUTE ELEVATION OF GRADE LEVEL
REFER TO THE GENERAL DRAWING.
8. 100MM THICK C12/15 PLAIN CONCRETE OR
EQUIVALENT IS PLACED UNDER FOUNDATIONS AND
GRADE BEAMS WITH 100MM EXTENSION OUTSIDE OF
THE PERIMETER FOR EACH SIDE.
9. CONCRETE COVER IS 50MM.
10.THE INNER SURFACE OF TANK EXPOSED TO WATER
SHALL BE COATED WITH 1:2.5 CEMENT MORTAR OF
20MM THICKNESS WITH 5% WATERPROOF
COMPOUND.
11.LIVE LOAD ON THE TOP SLAB IS 4kN/m².
12.IN THE CONSTRUCTION PROCESS OF THE TANK, THE
ANTI-FLOATING WORK OF THE TANK MUST BE DONE
WELL. REASONABLE DEWATERING MEASURES
SHOULD BE TAKEN IN THE FOUNDATION PIT.
13.FOR THE SURFACE IN CONTACT WITH SOIL,APPLY
TWO LAYERS OF ASPHALT TO REACH 0.5kg/m².
14.THE ANTI-CORROSION MEASURE OF STEEL COVER
REFER TO GENERAL DESIGN SPECIFICATION.
N
300
250 1000
200
3000
250
300
300
250 1000
200
5300
3000
250
300
5300
OUTSIDE REINFORCEMENT OF BOTTOM SLAB
SLAB THICKNESS:300mm
PROJECT
STAMP AREA
INSIDE REINFORCEMENT OF BOTTOM SLAB
SCALE 1:50
SLAB THICKNESS:300mm
SCALE 1:50
LOWER LONGITUDINAL REINFORCEMENT
LOWER TRANSVERSE REINFORCEMENT
REFERENCE DOCUMENTS
DOC. No.
250
250
4T14@150T1-P01
4T14@150B1-P01
DOC. TITLE
RPT-CS-2000-0001
BASIS DESIGN OF CIVIL STRUCTURE
SPC-CS-2000-0001
COATING SPECIFICATION FOR
CIVIL STEEL STRUCTURE
SPC-CS-2000-0002
CONCRETE STRUCTURE SPECIFICATION
SPC-CS-2000-0003
STEEL STRUCTURES SPECIFICATION
SPC-CS-2000-0004
GROUTING SPECIFICATION
SPC-AR-2001-0001
FIRE PROOFING SPECIFICATION
600
781
345
1500
2000
REFERENCE DRAWINGS
457
DRG No.
DRG. TELE.
DWG-CS-0000-0001 GENERAL NOTES FOR CONCRETE STRUCTURE
DWG-CS-0000-0002 GENERAL NOTES FOR STEEL STRUCTURE
250
336
799
1000
200
799
259
E01 2021.12 FOR REVIEW
3000
250
3T14@150T1-P06
3T14@150B1-P06
250
250
260
250
1200
600
796
R400
5T14@150T1-P03
5T14@150B1-P03
851
1900
100
1500
2000
799
850
351
5T14@150T1-P07
R400
5T14@150B1-P07 350
941
1882
1200
5T14@150T1-P08
5T14@150B1-P08
2T14@150T1-P02
2T14@150B1-P02
3T14@150T1-P04
3T14@150B1-P04
799
5T14@150T1-P07
5T14@150B1-P07
600
5T14@150T1-P09
5T14@150B1-P09
5T14@150T1-P07
5T14@150B1-P07
1000
200
3000
No.
DATA
DESCRIPTION
YU BL
WEN N HU C Q
SHEN DZ
CHK’D
APP’D
PREP’D
REV’D
REVISIONS
CLIENT:
250
SONATRACH
4700
5T14@150T1-P09
5T14@150B1-P09
5T14@150T1-P03
5T14@150B1-P03
4700
4T14@150T1-P01
4T14@150B1-P01
EPC PROJECT OF LNG JETTY AND PORT INFRASTRUCTURES
AT THE SKIKDA HYDROCARBON PORT SKIKDA, ALGERIA
CONTRACTOR NUMBER: 18S266
5T14@150T1-P05
5T14@150B1-P05
CONTRACTOR:
CHINA HARBOUR ENGINEERING CO., LTD.
TITLE
OUTSIDE REINFORCEMENT OF TOP SLAB
INSIDE REINFORCEMENT OF TOP SLAB
SEPTIC TANK FOR LOCKER HOUSE
& ACCESS CONTROL STATION
FOUNDATION & SLAB R/F
JOB CODE:
SLAB THICKNESS:300mm
SCALE 1:50
SLAB THICKNESS:200mm
SCALE 1:50
DRAWING NO : 18S266-DD-DWG-CS-2151-A-0002
SCALE :
1:50
PROJECT NO. :
COMPANY’S DOCUMENT NO. :
SIZE: A1
REV.
E01
NOTES:
DETAIL 01
DETAIL 01
GROUND
300
GROUND
T12@150-S2
T12@150-S5
T12@150-S5
T12@150-S1
T12@150-S5
T12@150-S1
300
200 150
T12@150-S3
250
T12@150-S9
T12@150-S9
3000
250
300 100
100 300
T12@150-S10
1000 200
100 300
250 1500 250
PROJECT
300 100
STAMP AREA
2800
5500
17T14@150T1-M01
17T14@150B1-M01
N
100 300
T12@150-S5
100 300
200
300
300
1928
150 200
T12@150-S8
T12@150-S9
3700
T12@150-S4
300
T12@150-S6
3700
3000
T12@150-S7
T12@150-S6
T12@150-S1
388 684 300
GROUND
1. ALL LEVELS ARE IN METERS
2. ALL DIMENSIONS ARE IN MILLIMETER,UNLESS
OTHERWISE INDICATED.
3. OTHER REQUIREMENTS NOT MENTIONED IN THIS
DRAWINGS REFER TO "GENERAL DESIGN NOTES FOR
CONCRETE STRUCTURES" AND "GENERAL DESIGN
NOTES FOR STEEL STRUCTURES".
4. GRADE OF LONGITUDINAL AND STIRRUPS IS
GRADEB500B OR EQUIVALENT. C35/45 CONCRETE OR
EQUIVALENT IS FOR STRUCTURES.
5. STRUCTURAL STEEL SECTIONS SHALL CONFORM TO
S275 OR EQUIVALENT.
6. SPREAD FOOTING IS ADOPTED AND THE
CHARACTERISTIC VALUE OF SUBGRADE BEARING
CAPACITY IS NOT LESS THAN 120KPa.
7. RELATIVE ELEVATION IS USED IN DRAWINGS. THE
RELATIVE ELEVATION OF ±0.00 IS EQUAL TO GRADE
LEVEL. ABSOLUTE ELEVATION OF GRADE LEVEL
REFER TO THE GENERAL DRAWING.
8. 100MM THICK C12/15 PLAIN CONCRETE OR
EQUIVALENT IS PLACED UNDER FOUNDATIONS AND
GRADE BEAMS WITH 100MM EXTENSION OUTSIDE OF
THE PERIMETER FOR EACH SIDE.
9. CONCRETE COVER IS 50MM.
10.THE INNER SURFACE OF TANK EXPOSED TO WATER
SHALL BE COATED WITH 1:2.5 CEMENT MORTAR OF
20MM THICKNESS WITH 5% WATERPROOF
COMPOUND.
11.LIVE LOAD ON THE TOP SLAB IS 4kN/m².
12.IN THE CONSTRUCTION PROCESS OF THE TANK, THE
ANTI-FLOATING WORK OF THE TANK MUST BE DONE
WELL. REASONABLE DEWATERING MEASURES
SHOULD BE TAKEN IN THE FOUNDATION PIT.
13.FOR THE SURFACE IN CONTACT WITH SOIL,APPLY
TWO LAYERS OF ASPHALT TO REACH 0.5kg/m².
14.THE ANTI-CORROSION MEASURE OF STEEL COVER
REFER TO GENERAL DESIGN SPECIFICATION.
17T14@150T1-M01
17T14@150B1-M01
35T14@150T1-M02
35T14@150B1-M02
35T14@150T1-M02
35T14@150B1-M02
REFERENCE DOCUMENTS
DOC. No.
SECTION B-B
SECTION A-A
SCALE 1:50
T12@150-S4
250
SCALE 1:50
T12@150-S1
DOC. TITLE
RPT-CS-2000-0001
BASIS DESIGN OF CIVIL STRUCTURE
SPC-CS-2000-0001
COATING SPECIFICATION FOR
CIVIL STEEL STRUCTURE
SPC-CS-2000-0002
CONCRETE STRUCTURE SPECIFICATION
SPC-CS-2000-0003
STEEL STRUCTURES SPECIFICATION
SPC-CS-2000-0004
GROUTING SPECIFICATION
SPC-AR-2001-0001
FIRE PROOFING SPECIFICATION
REFERENCE DRAWINGS
DRG No.
DRG. TELE.
DWG-CS-0000-0001 GENERAL NOTES FOR CONCRETE STRUCTURE
DWG-CS-0000-0002 GENERAL NOTES FOR STEEL STRUCTURE
T12@150-S5
T12@150-S6
1789
323
2000
T12@150-S5
1500
T12@150-S6
539 323 639
T12@150-S5
T12@150-S6
2021.12 FOR REVIEW
No.
DATA
DESCRIPTION
YU BL
WEN N HU C Q
SHEN DZ
CHK’D
APP’D
PREP’D
REV’D
REVISIONS
889
CLIENT:
B
250
B
KEY PLAN
T12@150-S4
T12@150-S1
A
A
1000
250
SONATRACH
200
3000
4700
REINFORCEMENT OF WALL
250
EPC PROJECT OF LNG JETTY AND PORT INFRASTRUCTURES
AT THE SKIKDA HYDROCARBON PORT SKIKDA, ALGERIA
CONTRACTOR NUMBER: 18S266
CONTRACTOR:
CHINA HARBOUR ENGINEERING CO., LTD.
TITLE
SEPTIC TANK FOR LOCKER HOUSE
& ACCESS CONTROL STATION
WALLS REINFORCEMENT
JOB CODE:
DRAWING NO : 18S266-DD-DWG-CS-2151-A-0003
SCALE :
1:50
PROJECT NO. :
COMPANY’S DOCUMENT NO. :
SIZE: A1
REV.
E01
NOTES:
REINFORCEMENT TABLE
200
200
200
6820
16
3872
04
14
675
20
200
N
S2
SCALE 1:10
200
200
200
200
200
200
2138
12
12
920
4820
1104
20
112
06
DOC. TITLE
RPT-CS-2000-0001
BASIS DESIGN OF CIVIL STRUCTURE
SPC-CS-2000-0001
COATING SPECIFICATION FOR
CIVIL STEEL STRUCTURE
SPC-CS-2000-0002
CONCRETE STRUCTURE SPECIFICATION
SPC-CS-2000-0003
STEEL STRUCTURES SPECIFICATION
SPC-CS-2000-0004
GROUTING SPECIFICATION
SPC-AR-2001-0001
FIRE PROOFING SPECIFICATION
REFERENCE DRAWINGS
12
2838
06
(TYP.)
S4
S5
S6
3660
1920
3510
SCALE 1:5
S7
100
1620
S8
100
WATERSTOP
1010
WATERSTOP DETAIL
S9
70
1200 6
DRG No.
1200
S11
12
4360
84
DRG. TELE.
12
2120
283
12
6120
72
DWG-CS-0000-0002 GENERAL NOTES FOR STEEL STRUCTURE
2021.12 FOR REVIEW
No.
1200
12
1820
06
12
1710
06
12
3070
88
DATA
DESCRIPTION
YU BL
WEN N HU C Q
SHEN DZ
CHK’D
APP’D
PREP’D
REV’D
REVISIONS
CLIENT:
SONATRACH
EPC PROJECT OF LNG JETTY AND PORT INFRASTRUCTURES
AT THE SKIKDA HYDROCARBON PORT SKIKDA, ALGERIA
CONTRACTOR NUMBER: 18S266
1200
S10
600
3
3
100
SCALE 1:10
BOTTOM SLAB
904
14
DWG-CS-0000-0001 GENERAL NOTES FOR CONCRETE STRUCTURE
MJ1 DETAIL
DETAIL 1
4620
REFERENCE DOCUMENTS
DOC. No.
600
10
INNER WALL
S3
10
520
T10@250
0
SCALE 1:20
L40x40x5
1260
14
100
40
45
30
600
MJ1
L40x40x5
2320
STAMP AREA
860
100
100
a-a
200
LADDER DETAIL
S1
06
100
WALL
872
3440
100
138
10
14
100
138
1175
200
40
319
75
210
P09
15
WALL
14
1920
200
P08
9
06
14
100
P07
15
2230
3040
100
P06
200
775
14
600
P05
1830
200
P04
100
Ø880
T20@300
OUTER WALL
275
SCALE 1:10
SCALE 1:20
400
200
14
200
DETAIL OF Ø800 LIGHT NODULAR CAST IRON COVER
CIRCLE CAVE REINFORCEMENT DETAIL 1
200
930
3472
200
16T10
3T16
circular
12
PROJECT
880
16T10
70
14
P03
4T16
2900
6420
100
4T16
P02
14
200
280
P01
34
200
SLAB
TOP
200
R8
5600
200
R6
14
150
190
190
200
200
a
138
3T16
2500
M06
138
a
M02
5200
200
60
5
SLAB
4T„16
450<D<1000
16T10
M01
200
TYPE MARK
BOTTOM
LONGITUD
SIZE SINGE LENGTHQUANTITY
(pcs.)
(mm)
SEKTCH
(mm)
1. ALL LEVELS ARE IN METERS
2. ALL DIMENSIONS ARE IN MILLIMETER,UNLESS
OTHERWISE INDICATED.
3. OTHER REQUIREMENTS NOT MENTIONED IN THIS
DRAWINGS REFER TO "GENERAL DESIGN NOTES FOR
CONCRETE STRUCTURES" AND "GENERAL DESIGN
NOTES FOR STEEL STRUCTURES".
4. GRADE OF LONGITUDINAL AND STIRRUPS IS
GRADEB500B OR EQUIVALENT. C35/45 CONCRETE OR
EQUIVALENT IS FOR STRUCTURES.
5. STRUCTURAL STEEL SECTIONS SHALL CONFORM TO
S275 OR EQUIVALENT.
6. SPREAD FOOTING IS ADOPTED AND THE
CHARACTERISTIC VALUE OF SUBGRADE BEARING
CAPACITY IS NOT LESS THAN 120KPa.
7. RELATIVE ELEVATION IS USED IN DRAWINGS. THE
RELATIVE ELEVATION OF ±0.00 IS EQUAL TO GRADE
LEVEL. ABSOLUTE ELEVATION OF GRADE LEVEL
REFER TO THE GENERAL DRAWING.
8. 100MM THICK C12/15 PLAIN CONCRETE OR
EQUIVALENT IS PLACED UNDER FOUNDATIONS AND
GRADE BEAMS WITH 100MM EXTENSION OUTSIDE OF
THE PERIMETER FOR EACH SIDE.
9. CONCRETE COVER IS 50MM.
10.THE INNER SURFACE OF TANK EXPOSED TO WATER
SHALL BE COATED WITH 1:2.5 CEMENT MORTAR OF
20MM THICKNESS WITH 5% WATERPROOF
COMPOUND.
11.LIVE LOAD ON THE TOP SLAB IS 4kN/m².
12.IN THE CONSTRUCTION PROCESS OF THE TANK, THE
ANTI-FLOATING WORK OF THE TANK MUST BE DONE
WELL. REASONABLE DEWATERING MEASURES
SHOULD BE TAKEN IN THE FOUNDATION PIT.
13.FOR THE SURFACE IN CONTACT WITH SOIL,APPLY
TWO LAYERS OF ASPHALT TO REACH 0.5kg/m².
14.THE ANTI-CORROSION MEASURE OF STEEL COVER
REFER TO GENERAL DESIGN SPECIFICATION.
570
75 /120 63
170
3
6
75
12
2970
26
CONTRACTOR:
CHINA HARBOUR ENGINEERING CO., LTD.
TITLE
8
396/446
115
SEPTIC TANK FOR LOCKER HOUSE
& ACCESS CONTROL STATION
CIRCLE CAVE R/F
JOB CODE:
DRAWING NO : 18S266-DD-DWG-CS-2151-A-0004
SCALE :
1:50
PROJECT NO. :
COMPANY’S DOCUMENT NO. :
SIZE: A1
REV.
E01