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AI.-BABTAIN CONTRACTING COMPANY
TRANSIVIITTAL FORIVI Conlract No.: 099-C02
Attn: M..saiiadA.Lodhi Faciliry contEcts Sup.
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TRANSIvIITTAL FORM contract No.:039402 Dare,0406-2014 Royal Commission ror Jubail and Yanbu Royal commission in Jubail
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CONTRACT NO:099-C02 EPC OF PRIMARY ELECTRICAL SUBSTATION #2 - SOUTH
380i,I15/33KV IN RAS.AL KHAIR !!,rL&,! METHOD STATEMENT FOR COAL TAR EPOXY, BASE AND SUB BASE N4ATER AL GYPSUTT.I BOARO, CoNDUII FIXING PA NTING EPOXY FLOOR]NG,
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FAISFCFILING
METHOD STATEMENT FOR COAL TAR EPOXY BASE AND SUB BASE MATERIAL. GYPSUM BOARD CONDUIT FIXING PAINTING. EPOXY FLOORING FALSE CEILING
Do.trment Release & Change
HhtorI
RISKASSESSMENT Corduit Fixins
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CONTRACT NO 099 CO2 EPC OF PRIMARY ELECTRICAL SUBSTAIION #2 . SOUTH
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b.arc Cond!r
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gglvFtRMAT|ON OF INSTRUCTIONS TO OPERATIVES iho59Nameli*€dbebw.oiol.tied
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t_
fi1 _I-
--tl -
B&N;@;
.**1/Lt
Y
DRAWINGS
5
5'
6
7
8
9
10
11
12
13
14
15
16
16'
2.MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL
of
INDEX
DRAWING NUMBER
PLANT NO.
SHEET NO.
BE AS PER REQUIREMENTS OF SEC-EOA MATERIAL STANDARD 137230 1100
4000
1800
3000
4000
4800
4200
5000
3315
1500
BOTHWAYS (TYP.)
DOWELS FOR STAIR-1
{12 @ 400 O.C (TYP.)
500
EL. -4.400 (TOC)
DOWELS FOR CMU WALL
250mm THICK.
{12 @ 150 O.C
5000
5500
1700
RC WALL (TYP)
6000
6000
2500
DOWELS FOR STAIR-2
SH2
GRATING COVER (TYP.)
1500
{12 @ 150 O.C
2000
SPECIFICATIONS 71-SMSS-5 (REV. 4). FOR SEVERE EXPOSURE
3500
G
WITH REMOVABLE TYPE
{16 @ 125 O.C (BOTTOM)
SH2
420
900x900x750 SUMP PIT
ADDITIONAL REINFORCEMENT
F
A
4300
3400
2600
6000
LI NE
2900
3000
(TYP.)
6000
TYPE OF CONCRETE fc'=38 MPa.
3.MINIMUM YIELD STRENGTH OF REINFORCEMENT STEEL SHALL BE 420.0 MPa.
MATCH
5000
( TYP. )
5000
4.BELOW GRADE SURFACES OF CONCRETE SHALL BE COATED WITH TWO (2) COATS OF COAL TAR EPOXY AFTER THIRTY FIVE (35) DAYS OF CONCRETE PLACEMENT. THE SECOND COAT SHALL BE
1800
RAMP
RAMP 450mm THK. RAFT
( TYP. )
APPLIED WITHIN THE TIME INTERVAL (BETWEEN SUCCESSIVE
B
DP1 5m WIDE
5700
800
COATING APPLICATION), SPECIFIED BY THE MANUFACTURER. THE TOTAL DRY FILM THICKNESS SHALL NOT BE LESS THAN
1460
RAMP
(TYP)
CABLE TUNNEL
EL. -4.400 (TOC) STEPS
800
0.60mm (MINIMUM).
STEPS
DAR ENGINEERING
STEPS
(TYP)
{16 @ 150 O.C(T)
5.AFTER A MINIMUM OF 35 DAYS OF CONCRETE PLACEMENT FOR SEVERE EXPOSURE CONCRETE, ALL EXPOSED CONCRETE
ENGINEERS & DESIGNERS
SURFACES (ABOVE GRADE) SHALL BE COATED WITH ( TOC)
{16 @ 150 O.C(B)
POLYURETHANE WATERPROOFING MATERIAL. THE
RAMP
2500
300x7
300
300x7
2200
( TYP. )
( TYP. )
500
800
5655
(TYP.)
( TYP)
500
EL. -3.200 (TOC)
RAMP
DRAWING/DOCUMENT ISSUED FOR
COATING APPLICATION SHALL EXTEND CONTINUOUSLY 500mm
BASE DESIGN
EL.-3. 200
C
17305
RAMP
4200
300x7
BELOW GRADE AFTER CURING OF FIRST COAT OF COAL TAR
APPROVAL
EPOXY COATING. THE MINIMUM DRY FILM THICKNESS OF
INFORMATION ONLY
ELASTOMERIC COATING SHALL BE 1mm. THE PRIMER SHALL BE SUITABLY SELECTED FOR CONCRETE SURFACES. THE PU COATING
CONSTRUCTION {16 @ 150 O.C(T)
{16 @ 150 O.C(T)
SHALL CONSIST OF TOP 300 MICRONS DFT AROMATIC AND
{16 @ 150 O.C(T) 21/04/2014 DATE
{16 @ 150 O.C(B)
{16 @ 150 O.C(B)
BY
BOTTOM LAYER SHALL BE 700 MICRONS DFT ALIPHATIC.
{16 @ 150 O.C(B)
800
550
{12 @ 400 O.C (TYP.)
( TYP)
6.ALL INTERIOR SURFACES OF CONCRETE SHALL BE PAINTED OVER DOWELS FOR CMU WALL
TWO (2) COATS OF ELASTOMERIC CEMENTITIOUS IMPERMEABLE MEMBRANE AFTER THIRTY FIVE (35) DAYS OF CONCRETE PLACEMENT. THE SECOND COAT OF ELASTOMERIC MEMBRANE
600x600x750 COLLECTING PIT WITH REMOVABLE TYPE EL. -3.200 (TOC)
5M WIDE
GRATING COVER (TYP.)
{16 @ 150 O.C(T)
CABLE TUNNEL
RC WALL (TYP)
1660
(SLOPE)
NOT BE LESS THAN 1 mm (MINIMUM). 7.THE TOP BARS SHALL BE LAPPED NEAR COLUMNS AND BOTTOM
{16 @ 150 O.C(B) 300
EL. -2.950 (TOC)
500
DP1
250mm THICK.
1500
( TYP. )
500
MANUFACTURER. THE TOTAL WET FILM THICKNESS SHALL
SUCCESSIVE COATING APPLICATION), SPECIFIED BY THE
( TYP. )
5000
5950
SH2
LI NE
J
SHALL BE APPLIED WITHIN THE TIME INTERVAL (BETWEEN
MATCH
D
BARS SHALL BE LAPPED NEAR MID SPAN. 8.THE REINFORCEMENT BAR SHALL BE CONNECTED TO MAIN EARTH GRID AT TWO DIAGONALLY OPPOSITE POINTS TO ACHIEVE TWO
DN
E 400
POINT EARTH BONDING. THE STEEL GRATING OVER THE SUMP PIT DN 13mm WIDE
SHALL ALSO BE GROUNDED.
{16 @ 150 O.C(T)
1700
9.BEFORE THE APPLICATION OF SCREED CONCRETE, THE RAFT
{16 @ 150 O.C(B)
5500
ISOLATION JOINT
CONCRETE SHALL BE PREPARED PROPERLY BY ROUGHENING THE 5m WIDE
EL. -2.950 (TOC)
CABLE TUNNEL
{16 @ 150 O.C(T)
DOWELS FOR CMU WALL
DOWELS FOR STAIR-4
{12 @ 400 O.C (TYP.)
{12 @ 150 O.C
SURFACE AND APPLYING WITH THE CONCRETE BONDING AGENT.
LEGEND
{16 @ 150 O.C(B) 500
1260 1240
1700
EL. -2.950 (TOC)
3740
G
500
5m WIDE
(TYP.)
CABLE TUNNEL
DP1
DP1
2000
3000
5000 EL. -2.950 (TOC)
300 4000
EL. -2.950 (TOC)
(TYP.)
5000
LI NE
1460
(TYP.)
F
1000
MATCH
TYP.
1460
TYP.
1460
250
(TYP.)
EL.
- ELEVATION
T
- TOP BAR
TOC
- TOP OF CONCRETE
B
- BOTTOM BAR
TYP.
- TYPICAL
RC
- REINFORCED CONCRETE
THK.
- THICK
O.C
- ON CENTER
DP-1
- DOOR POST
CMU
- CONCRETE MASONARY UNIT
- RC WALL
GRAPHIC SCALE: 5000
5000
4000
4000
4800
4000
4800
2700
1600
4200
5000
420
5000
5500
6000
6000
6000
6000
6000
6000 0 0.5 1
2
3
4
5
6
7
8
9
10m
137230 SCALE :
1
2
3
4
5
6
7
8
8'
9
10
11
12
13
14
15
1 : 125
16
REFERENCE DRAWINGS 16
16'
17
17'
18
19
20
21
22
23
24
25
26
26'
27
28
29
30
31
DRAWING TITLE
2500
3500
3400
2600
6000
6000
420
5580
6000
5400
4000
6000
900
4600
6110
6200
4505
5000
900x900x750 SUMP PIT
A
WITH REMOVABLE TYPE
1000
RC WALL (TYP)
RAMP
1460
DOWELS FOR CMU WALL
GRATING COVER (TYP.)
{12 @ 400 O.C (TYP.)
1000
5200
1600
4580
EL. -4.400 (TOC)
1500
{12 @ 150 O.C
RAMP
1560
RAMP
RAMP
5m WIDE
EL. -3.200 (TOC)
STEPS
800
B
STEPS
STEPS
1700 STEPS
(TYP)
{16 @ 150 O.C(T)
SH2
1700
(TYP.) 5700
1700
{16 @ 150 O.C(B) EL. -4.400 (TOC)
RAMP
RAMP
EL. -3.200 (TOC)
450mm THK. RAFT
PTS- 11EN383
EQUIPMENT LAYOUT PLAN - 380kV GIS BUILDING
EA- 269364
GENERAL NOTES FOR CIVIL WORKS
EA- 271512
CABLE TUNNEL PLAN & DETAILS
EA- 271570
GROUND FLOOR - PLAN, SECTION & DETAILS
EA- 271571
ROOF PLAN & DETAILS
EA- 271572
BUILDING ELEVATIONS
EA- 271573
BUILDING SECTIONS & WALL SECTIONS
EA- 271574
LAYOUT AND DETAILS OF STAIRCASE
EA- 271575
DOOR, WINDOW & FINISHING SCHEDULE
EA- 271576
500
CABLE TUNNEL 1700
SCOPE OF WORKS AND TECHNICAL SPECIFICATION
B
DP1
1800
DP1
500
250mm THICK.
{12 @ 400 O.C (TYP.)
( TYP. )
DOWELS FOR STAIR-3
DOWELS FOR CMU WALL
3315
EL. -4.400 (TOC)
1500
{12 @ 150 O.C
1800
DOWELS FOR STAIR-2
1600
MATCH
LI NE
6000
EE-269164
DRAWING CONTROL SHEET
137230 6000
DRAWING NO.
EL. -4.400 (TOC)
RAMP
{16@200 O.C (T) (TYP.)
RAMP
{16@200 O.C (B) (TYP.)
-
{16 @ 150 O.C(B)
{16 @ 150 O.C(B)
2585
1300
F1
1300 1200
{16@200 O.C (T) (TYP.) {16@200 O.C (B) (TYP.)
C'
EL. -3.200 (TOC)
LI NE
SH2 EL. -3.200 (TOC)
RC WALL (TYP)
(TYP.)
2500
GRATING COVER (TYP.)
500
1700
{16 @ 150 O.C(T) {16 @ 150 O.C(B)
DOWELS FOR STAIR-5
{12 @ 400 O.C (TYP.)
{12 @ 150 O.C
1260
5m WIDE
DOWELS FOR CMU WALL
DOWELS FOR STAIR-6
CABLE TUNNEL
{12 @ 400 O.C (TYP.)
{12 @ 150 O.C
EL. -2.950 (TOC)
DP1
1605
EL. -2.950 (TOC)
DP1
1460
2200
1360
SH2
5m WIDE
EL. -2.950 (TOC)
2000
3000
CABLE TUNNEL
4580
CABLE TUNNEL
2500 4610
2000
EL. -2.950 (TOC)
3740
2000 CABLE TUNNEL
LI NE
DATE
BY
DESCRIPTION
CHKD.
CERT.
APPD.
JJP
DRAWN BY
SSV
CHECKED BY
AS SHOWN
SCALE:
DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
1000 CERTIFIED
AND
THIS DRAWING IS NOT TO BE USED FOR
MATCH 6000
SKP
26-03-2014
SH2
EL. -2.950 (TOC)
SSV
F G
H
5000
DETAIL DESIGN
1820 DP1
C
DAR
5500
CABLE TUNNEL
DOWELS FOR CMU WALL
04-2014
REV. NO.
{16 @ 150 O.C(B) CABLE TUNNEL
DATE
E
( TYP. )
1600
A
{16 @ 150 O.C(T)
BY
1150
( TYP. )
250mm THICK.
300
{16 @ 150 O.C(B)
BOTHWAYS (TYP.) ( TYP. )
{16 @ 125 O.C (BOTTOM)
AS-BUILT
WITH REMOVABLE TYPE
ADDITIONAL REINFORCEMENT {16 @ 150 O.C(T)
1350
D
5950
MATCH
900x900x750 SUMP PIT
Royal Commission in Jubail
2500 2500
1250 1250
D
Kingdom of Saudi Arabia Royal Commission for Jubail & Yanbu
1300 1200 F1
-
17305
{16 @ 150 O.C(B)
{16 @ 150 O.C(T)
2500
3070
{16 @ 150 O.C(B)
{16 @ 150 O.C(T)
F1
1200
{16 @ 150 O.C(T)
300x7
2500
3100
1350
1600
1150
{16 @ 150 O.C(T)
300x7
2500
4200
( TYP. )
300x7
300
300x7
500
4200
( TYP. )
C EL. -3.200 (TOC)
6000
6000
6000
6000
6000
420
5580
6000
5400
4000
6000
5500
6110
6200
4505
5000
5000
17
18
19
A SH2
20
21
22
23
24
25 E
26
27
28
29
30
250
BY
DATE
FOUNDATION PLAN, SECTION AND DETAILS 380KV GIS BUILDING
13mm WIDE ISOLATION JOINT
137230
16
TYP.
1460
TYP.
1460
TYP.
1460
TYP.
1460
CONSTRUCTION OR FOR ORDERING MATERIAL UNTIL CERTIFIED AND DATED
R.I.C 380/115/33kV SUBSTATION - 2 SAUDI ARABIA
RAS AL KHAIR
31 CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
PLANT NO.
DRAWING NUMBER
T458
EA-271426
SH2
Q
SHEET NO.
01 of 02
REV. NO.
A
SEC-A (2004/10)
DMS
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
4
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
3'
NO
3
CO.
2
SAUDIELECTRI CI TY
02
EA -271426
T458
1
N
OF
JOB ORDER NO.
CONTRACT NO.
Q
METERS UNLESS OTHERWISE NOTED.
VECTOR
SECA00
THI S DRAW I NG
027-T04
099-C02
A
01
1.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
NOTES
REV. NO.
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
C
B
2.FOR OTHER NOTES, REFER SHEET-01.
A
A
of
INDEX
DRAWING NUMBER
PLANT NO.
SHEET NO.
REV. NO.
17305 1460
5500
5950
STAI RCASE-5
5200
TOC
5655
5700
3315
250mm THICK
DAR ENGINEERING
STAIRCASE-2
SLAB (TYP.)
300mm THICK
ENGINEERS & DESIGNERS
SLAB ON GRADE
EL. +0.300
TOC
TOC
TOC
TOC
EL. +0.300
EL. +0.300
EL. +0.300
EL. +0.300
DRAWING/DOCUMENT ISSUED FOR BASE DESIGN
5000
5000
TOA
EL. VARIES
INFORMATION ONLY SEE DETAIL-2
(TYP.)
DATE
RC WALL (TYP.)
21/04/2014
BY
RC WALL (TYP.)
{16 @ 200 O.C
{16 @ 200 O.C
{16 @ 125 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
500
500
(TYP.)
(TYP.)
TOC {16 @ 125 O.C
{16 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
EL. -2.052 4200
CABLE TUNNEL
{16 @ 125 O.C
TOR
CONSTRUCTION 250mm THK
250mm THK
3000
3000
CABLE TUNNEL
2352
ISOLATION JOINT SEE DETAIL-3
APPROVAL
EL. VARIES
5000
13mm WIDE
5M WIDE
EL. -2.950
CABLE TUNNEL
LEGEND
TOR
{16 @ 200 O.C
{16 @ 125 O.C
{12 @ 200 O.C
{12 @ 200 O.C
EL. -3.200 BOR
2348
TOA
EL. -3.400
EL.
- ELEVATION
TOC
- TOP OF CONCRETE
TOA
- TOP OF ASPHALT
TYP.
- TYPICAL
RC
- REINFORCED CONCRETE
THK.
- THICK
O.C
- ON CENTER
TOR
- TOP OF RAFT
BOR
- BOTTOM OF RAFT
TOF
- TOP OF FOOTING
BOF
- BOTTOM OF FOOTING
400 (TYP.)
400
{16 @ 150 O.C
(TYP.)
{16 @ 150 O.C
SEE DETAIL-1
TOR
BOC
EL. -4.400
EL. -3.650 SEE DETAIL-1
BOR
A SH1
EL. -4.850
SECTION SCALE
500 (TYP.)
1:50
{16 @ 150 O.C
400
500
(TYP.)
(TYP.)
{16 @ 150 O.C
SEE DETAIL-1 FOR DETAIL REFER
16'
17
2500
17'
3500
18
3400
GRID
DWG NO. EA-271435
600
25 0
16
2600
GROUND REBARS
REINF. - REINFORCEMENT
WELDED TO COLUMN
DP-1
REBARS
EL. +0.300
CHAIR BARS AS PER
TOA
SITE REQUIREMENTS
EL. VARIES
300
(TYP.) {16 @ 150 O.C
0
FOR COLUMN REINF. DETAIL,
TOR
GRAPHIC SCALE:
500
{16 @ 150 O.C
REFER DWG. NO: EA-271433
200~
FOR SLAB REBAR DETAILS, TOC
- DOOR POST
0.1
0.5
1m
SCALE :
1 : 10
{12@250 O.C 400
400
(TYP.)
(TYP.)
450
REFER DWG. NO: EA-271427 (TYP.)
CONSTRUCTION JOINT WITH APPROVED BONDING AGENT (TYP.)
( TYP. )
{10 NOSING BAR
C
{10 @ 300 O.C
SCALE
TWO (2) COATS OF
SCALE :
{16 @ 200 O.C
0.5
CONCRETE
0.5
0
{16 @ 200 O.C
WALL
600
75 250
TYPICAL CONTROL JOINT DETAIL FOR WALLS
{12 @ 200 O.C
{12 @ 200 O.C
{16 @ 125 O.C
{16 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
300
5M WIDE
{16 @ 150 O.C
SCALE
BOR 500
500
{16 @ 150 O.C
BOR
300
DETAIL REFER TO DWG EA-271427 (TYP.)
DRAINAGE CHANNEL
450
( TYP. )
1000
{16 @ 150 O.C
750 {16 @ 200 O.C
450
750 (TYP.)
SH1
SCALE
EQUIPMENT LAYOUT PLAN - 380kV GIS BUILDING
EA- 269364
GENERAL NOTES FOR CIVIL WORKS
EA- 271512
CABLE TUNNEL PLAN & DETAILS
EA- 271570
GROUND FLOOR - PLAN, SECTION & DETAILS
EA- 271571
ROOF PLAN & DETAILS
EA- 271572
BUILDING ELEVATIONS
EA- 271573
BUILDING SECTIONS & WALL SECTIONS
EA- 271574
LAYOUT AND DETAILS OF STAIRCASE
EA- 271575
DOOR, WINDOW & FINISHING SCHEDULE
EA- 271576
{16 @ 150 O.C
SEE DETAIL-1
{16 @ 150 O.C
H SH1
SCALE
Royal Commission in Jubail
1:25
TOA
4-{16
{16 @ 150 O.C
{16 @ 125 O.C (BOTTOM) 13mm WIDE
BOTHWAYS (TYP.)
SECTION
G
1:25
SH1
ISOLATION JOINT
SECTION SCALE
AS-BUILT
BY
DATE
ADDITIONAL REINFORCEMENT
(TYP.)
SEE DETAIL-1
SCALE
Kingdom of Saudi Arabia
SECTION
400
{16 @ 150 O.C {16 @ 150 O.C
SH1
-
750
EL. VARIES
{16 @ 150 O.C
SECTION
PTS- 11EN383
Royal Commission for Jubail & Yanbu
600
{16 @ 150 O.C
F
400
200
400 (TYP.)
E
600
DOWEL BAR FOR
TOR
(TYP.)
( TYP. )
750 {16 @ 150 O.C
SEE DETAIL-1
400
SHEAR WALL (TYP.)
75
900
SCOPE OF WORKS AND TECHNICAL SPECIFICATION
-
BOR
400
EE-269164
BONDING AGENT (TYP.)
( TYP. )
150
SLOPE
(TYP.)
DRAWING NO.
WITH APPROVED
DEPTH VARIES
EL. -3.650 (BOR)
750
4 5 °
EL. -4.150
EL. -3.200 (TOR)
400
1 : 50
CONSTRUCTION JOINT
500
4 5 °
BOR
100mm WIDE
BOR 750
200
450
FOR COLUMN REINF.
{16 @ 150 O.C
EL.-3.700
600
750
SEE DETAIL-4 (TYP.)
( TYP. )
EL.-2.950
{16 @ 150 O.C
750
450
EL. -3.400
TOR
200mm WIDE WATER STOP
750
TYP.
EL. -4.150
{16 @ 150 O.C
EL.-3.700 CONSTRUCTION JOINT WITH
EL.-2.950
BOR
{16 @ 150 O.C
EL. -3.400
E
CABLE TUNNEL
500
{10 @ 200 O.C
(TYP.)
1:25 200
1:25 (2) TWO LAYERS OF 4mm THK.
200
300
WITH 15mm THK. PROTECTION {20mm DOWEL BAR (TYP.)
A
250
WATERPROOFING MEMBRANE 75
125
50
BOARD (TYP.) 75
04-2014
DAR
DETAIL DESIGN
SSV
SKP
CHKD.
CERT.
250mm THK RC WALL (TYP.)
200mm WIDE
50
DOOR POST (TYP.)
REV. NO.
DATE
BY
DESCRIPTION
APPD.
PVC WATER STOP
TOC EL. +0.300 FILLET/CANT STRIP 50x50 CEMENT AND SAND MORTAR (TYP.)
{16 @ 200 O.C
JOINT
{16 @ 125 O.C 4-{16
150
50
250
600
{10 @ 200 O.C
CONSTRUCTION
CHAMFERED EDGE
{12 @ 200 O.C
20x20 (TYP.)
{12 @ 200 O.C
CONCRETE
TWO (2) LAYERS OF 4mm THK. WATERPROOFING MEMBRANE
TWO (2) LAYERS OF
1mm THK. ALUMINIUM FLASHING
75
400
400
WITH APPROVED SEALANT SUB-GRADE COMPACTED TO A
POLYETHYLENE VAPOR BARRIER
250
POLYSULPHIDE (UV RESISTANT)
{16 @ 150 O.C
500
400
400
BOR
-
SCALE
NTS
CERTIFIED
BY
DATE
FOUNDATION PLAN, SECTION AND DETAILS
WATERPROOFING MEMBRANE 1000
BOARD (TYP.)
DETAIL
ENG. DEPT.
MATERIAL UNTIL CERTIFIED AND DATED
(TYP.)
WITH 15mm THK. PROTECTION
1
OPR'G. DEPT.
CONSTRUCTION OR FOR ORDERING
(2) TWO LAYERS OF 4mm THK.
CONFORMING TO ASTM D1557
400
THIS DRAWING IS NOT TO BE USED FOR
CONFORMING TO ASTM D1557
MINIMUM OF 95% PROCTOR DENSITY
DATE COMPLETED
TOR
MINIMUM OF 95% PROCTOR DENSITY SUB-GRADE COMPACTED TO A
DATE STARTED
RAFT
75
TWO (2) LAYERS OF 6 MIL
20x20 GROOVE TO BE FILLED 75
VAPOR BARRIER
AS SHOWN
SCALE:
26-03-2014
{16 @ 150 O.C
(TYP.)
150 MICRON POLYETHYLENE
75mm THK. LEAN CONCRETE
SSV
CHECKED BY
AND
75mm THK. LEAN
450
EXPANSION BOLT @ 300 O.C
50mm THK. SCREED
JJP
DRAWN BY
250
150
RC SLAB
EL. -3.200 (TOR) EL. -4.400 (TOR)
300
RC SLAB
250
(UV RESISTANT)
600
( TYP. )
POLYSULPHIDE SEALANT
( TYP)
BOR
{16 @ 150 O.C
EL.-2.950
1:10
{16 @ 150 O.C
TOR
5m
DRAWING CONTROL SHEET
750
B
500
800 {16 @ 125 O.C
4
TOR
(TYP.)
{16 @ 200 O.C
3
DRAWING TITLE
1:25
SCALE
450
300
2
SCALE :
SECTION
FILTER BOARD
SEALANT OR JOINT FILLER AS PER TCS-Q-113.03 800
TUNNEL WALL
SH1
WOODEN STRIP OR
CONTROL JOINT TO BE FILLED WITH APPROVED
B
250mm THK.
D
25
INNER FACE
1:50
1
950
50
2100 (STEPS)
SCALE
1 : 25
REFERENCE DRAWINGS
6
{16 @ 150 O.C
SH1
2.5m
2500
{16 @ 150 O.C SEE DETAIL-1
SECTION
2
(TYP.)
SEE DETAIL-2 950
B
1.5
{16 @ 200 O.C
400
EL.-3.650
OUTER FACE
(STEPS)
1
GRAPHIC SCALE:
BOR
11400
1 : 15
SCALE :
75mm CLEAR
1:15
15mm THK. PROTECTION BOARD
2100
1.5m
{16 @ 150 O.C
WATERPROOFING MEMBRANE WITH
EL. -4.850
1
GRAPHIC SCALE: 0
BOF
EL. -4.400
0.5
{16 @ 200 O.C
EL.-3.200
TWO (2) LAYERS OF 4mm THK.
TOR
0.1
(TYP.)
COVER (TYP)
SECTION
SH1
150x8
150x8
{10 @ 300 O.C
0
TOF
{16 @ 150 O.C
EL. -3.200
GROUND GRID
450
75
{10 NOSING BAR
(TYP.)
( TYP)
150
CHAIR BAR AS PER SITE REQUIREMENTS
TOR
GRAPHIC SCALE:
COAL TAR EPOXY
BOR
CABLE TUNNEL
MAIN BURIED
2 -
DETAIL SCALE
NTS
800
SEE DETAIL-1
3 -
1800
DETAIL SCALE
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
D
NO
JOB ORDER NO.
E
CO.
CONTRACT NO.
F
SAUDIELECTRI CI TY
02
EA -271426
G
NTS
SCALE
4
DETAIL
-
SCALE
1:10
J SH1
SECTION SCALE
380KV GIS BUILDING
TYPICAL DETAIL OF DOOR POST (DP-1) 1:10
R.I.C 380/115/33kV SUBSTATION - 2 SAUDI ARABIA
RAS AL KHAIR
CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
PLANT NO.
DRAWING NUMBER
T458
EA-271426
1:25
Q
SHEET NO.
02 of 02
REV. NO.
A
SEC-A (2004/10)
DMS
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
T458
METERS UNLESS OTHERWISE NOTED.
VECTOR
SECA00
THI S DRAW I NG
Q
027-T04
02
1.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
OF
099-C02
NOTES
1200
BE ADDED TO PROVIDE UNIFORMLY CREAMY CONSISTENCY.
FOR ALL BOTTOM FOUNDATIONS AND SLABS ON GROUND. 3. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL
INDEX
of
EA -271440
SHEET NO.
DRAWING NUMBER
PLANT NO.
A
16.EXPOSED TOP PORTION OF PEDESTAL SHALL BE SLOPED TO
A
B
3479.5
H 2464
1462
10710
RECOMMENDATION OF 70-TMSS-03 AND METHOD AS RECOMMENDED
23500
IN TCS-Q-113.03 SHALL BE FOLLOWED STRICTLY.
1200
F1
WITHIN THE TIME INTERVAL ie WHEN THE CONCRETE SURFACE IS TOTALLY DRY (BETWEEN SUCCESSIVE COATING APPLICATION),
WITH TWO (2) COATS OF COAL TAR EPOXY AND MASTIC TAPED.
SPECIFIED BY THE MANUFACTURER. THE TOTAL DRY FILM
6. ALL EXPOSED CONCRETE SURFACES (ABOVE GRADE) SHALL BE
350
AN ELASTOMERIC POLYURETHANE MATERIAL. COATING SHALL
700
REQUIREMENTS. A
CONSIST OF AROMATIC (600 MICRONS) & ALIPHATIC (400 MICRONS).
22.ANCHOR BOLTS SHALL CONFORM TO ASTM A307 CLASS-A. THREADS
-
350
700
COATED AFTER THIRTY-FIVE DAYS OF CONCRETE PLACEMENT WITH 21.ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED AS PER 01-TMSS-01
THE COATING APPLICATION SHALL EXTEND CONTINUOUSLY 300mm
SHALL BE UNC STANDARD CLASS 2A FIT. NUTS SHALL BE HEAVY
BELOW GRADE AFTER CURING OF FIRST COAT OF COAL TAR EPOXY
HEX AS PER ASTM A194.
COATING. THE INTERFACE OF CONCRETE AND STEEL SHALL ALSO BE COATED AND THE COATING SHALL EXTEND 300mm ABOVE THE
23.NON-SHRINK GROUT SHALL COMPLY ASTM C1107. GROUT SHALL BE NON-SHRINK, NON-METALLIC, CHLORIDE FREE AND SHRINKAGE
INTERFACE POINT OVER THE STEEL MEMBERS. THE PRIMER SHALL
COMPENSATED.
BE SUITABLY SELECTED FOR CONCRETE SURFACES.
24.COMPRESSIVE STRENGTH OF NON-SHRINK GROUT AT 28 DAYS
850
7. MINIMUM CLEAR COVER TO REINFORCEMENT SHALL BE 75+10mm,
SHALL BE 60 MPa.
1200
700
THE CONCRETE COVER SHALL BE OBTAINED WITH THE HELP OF PVC SPACERS AT NOT MORE THAN 1.5m SPACING.
25.AVERAGE NATURAL GRADE (NGL) LEVEL +5.597 WITH RESPECT TO 8. SUITABLE REBAR CHAIRS SHALL BE PROVIDED TO SUPPORT TOP
850
12700
MEAN SEA LEVEL CROWN ELEVATION OF THE SUBSTATION SHALL BE KEPT 2.00m ABOVE THE NGL AND SAME IS DEFINED AS
16500
MESH OF REBARS. 9. THE REINFORCEMENT BAR SHALL BE CONNECTED TO MAIN EARTH
+0.00 ie, 7.597=+0.00 LEVEL -
{16 @ 200 T 10500
TOTALLY DRY. THE SECOND COAT SHALL BE APPLIED
GRID AT MINIMUM TWO POINTS. ALL THERMOWELD SHALL BE COATED
PERFORMED USING E-70XX ELECTRODES.
850
TOGS +0.000 _
OF CONCRETE PLACEMENT i.e WHEN THE CONCRETE SURFACE IS
THICKNESS SHALL NOT BE LESS THAN 0.60 mm (MINIMUM).
140 7070 140
B @ 200
210
F1
5
TWO(2) COATS OF COAL TAR EPOXY AFTER THIRTY-FIVE DAYS
20.WELDING SHALL CONFIRM TO TES-W-109.01. WELDING SHALL BE
{ 16
T { 16
2400
4985
8700
3000
| OF FOUNDATION
5. BELOW GRADE SURFACES OF CONCRETE SHALL BE COATED WITH
19.ANCHOR BOLTS SHALL BE THERMOWELDED TO REBARS AT MINIMUM TWO POINTS. REBARS SHALL BE CONNECTED TO MAIN GROUNDING
350
210
| OF CAPACITOR BANK-1
3000
6000
BULIDING
DUCTBANK
SLOPE
6
33kV SWITCHGEAR
1 F1
350
4. MINIMUM YIELD STRESS OF REINFORCEMENT SHALL BE 420.0 MPa.
OF COMPACTION SHALL BE AS PER TCS-Q-113.02.
700
@ 200
REACTOR OF |
REACTOR OF |
BANK
CAPACI TOR |
5500
F1
HH-8
CONCRETE f'c=38 MPa.
18.COMPACTION TEST SHALL BE PERFORMED IN LAYERS AND DEGREE
850
2595
SPECIFICATIONS 70-TMSS-03. FOR SEVERE EXPOSURE TYPE OF
17.CURING SHALL BE CONTINUOUS FOR 21 DAYS AS PER THE
10000 9290
BE AS PER REQUIREMENTS OF SEC-EOA MATERIAL STANDARD
PREVENT WATER ACCUMULATION AT THE BASE PLATE.
GRID AT TWO DIAGONALLY OPPOSITE POINTS TO ACHIEVE TWO POINT EARTH BONDING.
{16 @ 200 B
10.THE TIE WIRES SHALL HAVE TWO (2) WIRES OF MINIMUM 1.5mm DIAMETER. 11. DURING CONCRETING, FALL OF CONCRETE SHALL BE RESTRICTED FOR BASE PLATE
TO 1.5m AS PER TCS-Q-110.03.
DETAILS REFER F1
| OF FOUNDATION
DWG. CA-267402
F1
12.CONCRETE SHALL BE TESTED FOR CHLORIDE PERMEABILITY AS PER 70-TMSS-03 AND TCS-Q-110.02.
SLOPE
4 3000
13.EXPOSED FOUNDATION, ANCHOR BOLTS, & BASE PLATE SHALL BE
TRENCH
LEGEND
CABLE
3000
3
F1 TOGS +0.000 _
LEAST 300mm OF STEEL SUPPORT STRUCTURE.
1:15
SCALE
F1
GROUT, BASE PLATES AND EXPOSED ANCHOR BOLTS AND AT
ISOLATED FOUNDATION - F1
| OF CAPACITOR BANK-2
HH-9 DUCTBANK
6000
8700
COATED WITH PU COATING. THE PU COATING SHALL COVER THE
25mm GROUTING 700
12700
420
8-DIA25 HEADED ANCHOR BOLTS WITH REGULAR HEX HEAD
140
25
SLAB ON GRADE 3-NOS {10
{10 @ 200 C/C
ADDITIONAL TOGS EL.+0.000 _ 150
200
TIE (TYP.)
SLOPE
- ELEVATION
TOA
- TOP OF ASPHALT
TYP.
- TYPICAL
TOP
- TOP OF PEDESTAL
THK.
- THICKNESS
FFL
- FINISHED FLOOR LEVEL
TOC
- TOP OF CONCRETE
BOC
- BOTTOM OF CONCRETE
TOGS
- TOP OF GRADE SLAB
T/B
- TOP AND BOTTOM
C/C
- CENTER TO CENTER
C L
BOBP - BOTTOM OF BASE PLATE
- CENTER LINE
F1
2 3000
10mm ISOLATION JOINT
300
F1
( MI N. )
BOBP (+)0.300 300
150mm THK.
16500
10500
25
140
EL.
8-{20 (VERTICAL)
| OF CAPACITOR BANK-3 HH-10
3000
DRAWING TITLE
MAIN EARTH GRID (185 Sq.mm) CABLE
{10mm @ 1600
= =
2400
1
F1 TOGS +0.000 _
SLAB ON GRADE
FENCE DETAIL REFER
(TYP)
DWG NO: EA-269344
B
120 Sq.mm BARE CU CABLE EXOTHERMICALLY WELDED (TYP)
150mm THK.
SCOPE OF WORKS AND TECHNICAL SPECIFICATION
-
5500
2400
4150
==
12700
TWO (02) COATS OF
9360
EE- 269164
DRAWING CONTROL SHEET
250 C/C TIES F1
DRAWING NO.
PTS- 11EN383
SITE GRADING AND PAVING PLAN
EA- 271623
OVERALL EQUIPMENT LAYOUT PLAN
EA- 269357
LAYOUT & DETAILS OF 33kV CAPACITOR BANK & REACTOR FOUNDATIONS
EA- 271529
LAYOUT & DETAILS - CAPACITOR BANK AND REACTOR FENCE
EA- 269344
VENDOR DRAWING
CEB-13040N
75mm CLEAR
COAL TAR EPOXY
COVER CONSTRUCTION JOINT
200
{16 @ 200 C/C
GRAPHIC SCALE:
TOC (-)1.500
0 0.5 1
3
4
5
10
15m
SCALE :
400
300
300
2
1 : 150
OF
6000
8700
REFERENCE DRAWINGS
GRAPHIC SCALE: 0
BOC (-)1.900
0.1
0.5
1
1.5m
SCALE :
1 : 15
LAYOUT OF CAPACITOR BANK AND REACTORS 1:150
SCALE
850
700
850 Kingdom of Saudi Arabia Royal Commission for Jubail & Yanbu
2400
Royal Commission in Jubail
{16 @ 200 C/C
SEE DETAIL-1
A
SECTION
-
SCALE
AS-BUILT
BY
DATE
1:15
PLAIN WASHER FOR M25 BOLT 3 NOS. M25 NUTS
AS PER F436M TYPE-1
AS PER ASTM A563M DIM. AS PER
THREADING TO SUIT M25
ANSI B18.2.4.6M
NUT OF ASTM A563M 700 135
A
BASE PLATE
03.2014
DAR
DATE
BY
REV. NO.
(TOC)
DETAIL DESIGN
DESCRIPTION
SKP
SKP
CHKD.
CERT.
APPD.
8-{20 (VERTICAL) GROUT
75mm THK. LEAN CONCRETE
{10mm @
TWO (02) LAYERS OF 150 MICRON
250 C/C TIES
POLYETHYLENE VAPOUR BARRIER
DAR ENGINEERING
-
SCALE
1:10
SKP
SCALE:
AS SHOWN
2014-03-14 DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
100
DRAWING/DOCUMENT ISSUED FOR THIS DRAWING IS NOT TO BE USED FOR
BASE DESIGN
CONSTRUCTION OR FOR ORDERING
APPROVAL
SECTION
CHECKED BY
ENGINEERS & DESIGNERS
R
=3 d
COMPACTED SOIL
B
CM
DRAWN BY
AND
765
1000
700
RC SLAB
{25 ANCHOR BOLT
375
1
DETAIL
-
SCALE N.T.S
MATERIAL UNTIL CERTIFIED AND DATED
INFORMATION ONLY
LAYOUT AND DETAILS OF CAPACITOR
CONSTRUCTION DATE
24/03/2014
BANK SHED FOUNDATIONS
BY
CONSTRUCTION OF RIC S/S#2 380/115/33KV BSP ANCHOR BOLT DETAIL (M25) SCALE
1:10
SAUDI ARABIA
RAS AL KHAIR IND. CITY CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
T458
1200
N
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
2. A MINIMUM OF 75mm THk. LEAN CONCRETE SHALL BE PROVIDED
15.BONDING AGENT SHALL BE CEMENT BASED SYSTEM WATER SHALL
NO
METERS UNLESS OTHERWISE NOTED.
CO.
(20mm X 20mm).
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
JOB ORDER NO.
CONTRACT NO.
Q
2400
PLANT NO.
DRAWING NUMBER
SHEET NO.
REV. NO.
T458
EA-271440
of
A
SEC-A (2004/10)
DMS
VECTOR
SECA00
THI S DRAW I NG
027-T04
099-C02
1. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN 14.THE EDGES OF EXPOSED CONCRETE SHALL BE CHAMFERED
SAUDIELECTRI CI TY
NOTES
REV. NO.
TO MEAN SEA LEVEL CROWN ELEVATION OF THE SUBSTATION
SPECIFICATIONS 71-SMSS-5 (REV. 4). FOR SEVERE EXPOSURE
SHALL BE KEPT 2.00m ABOVE THE NGL AND SAME IS DEFINED
TYPE OF CONCRETE fc'=38 MPa.
of
CONTRACT NO.
JOB ORDER NO.
INDEX
DRAWING NUMBER
PLANT NO.
SHEET NO.
AS +0.00 _ ie, 7.597=+0.00 _ LEVEL.
3.MINIMUM YIELD STRENGTH OF REINFORCEMENT STEEL SHALL BE 420.0 MPa. 4.BELOW GRADE SURFACES OF CONCRETE SHALL BE COATED WITH TWO (2) COATS OF COAL TAR EPOXY AFTER THIRTY FIVE (35)
A
DAYS OF CONCRETE PLACEMENT. THE SECOND COAT SHALL BE
-
APPLIED WITHIN THE TIME INTERVAL (BETWEEN SUCCESSIVE
1
2
3
4'
4
5
6
7
8
9
10
10'
11
12
13
14
15
15' 16
17
18
COATING APPLICATION), SPECIFIED BY THE MANUFACTURER. THE
19
TOTAL DRY FILM THICKNESS SHALL NOT BE LESS THAN 0.60mm (MINIMUM). 5.AFTER A MINIMUM OF 35 DAYS OF CONCRETE PLACEMENT FOR
81270 250
5005
5100
5100
5065
3710
5065
4750
4730
5000
4730
1390
520
3060
5065
5600
5000
4800
4800
1940
3145
4800
6140
SEVERE EXPOSURE CONCRETE, ALL EXPOSED CONCRETE
3230
1655
SURFACES (ABOVE GRADE) SHALL BE COATED WITH
250
POLYURETHANE WATERPROOFING MATERIAL. THE
1650
2000
2000
( TYP)
500
ADDITIONAL REINFORCEMENT {12 @ 200 O.C (BOTTOM) BOTHWAYS (TYP.)
{12 @ 400 O.C (TYP.) 1640
C
1940
3600
SH2
BOTTOM LAYER SHALL BE 700 MICRONS DFT ALIPHATIC. 6.ALL INTERIOR SURFACES OF CONCRETE SHALL BE PAINTED OVER
A
1650
1650
1650
1650
DP1
1650
1510
{16 @ 200 O.C(B)
SHALL BE APPLIED WITHIN THE TIME INTERVAL (BETWEEN
4150
1650
MEMBRANE AFTER THIRTY FIVE (35) DAYS OF CONCRETE PLACEMENT. THE SECOND COAT OF ELASTOMERIC MEMBRANE
{16 @ 200 O.C(T)
4150
SHALL CONSIST OF TOP 300 MICRONS DFT AROMATIC AND
TWO (2) COATS OF ELASTOMERIC CEMENTITIOUS IMPERMEABLE
DP1
1510
SUITABLY SELECTED FOR CONCRETE SURFACES. THE PU COATING
3365
RC WALL (TYP)
1000 1000
ELASTOMERIC COATING SHALL BE 1mm. THE PRIMER SHALL BE
A'
DOWELS FOR CMU WALL
F1
950 1050
EPOXY COATING. THE MINIMUM DRY FILM THICKNESS OF
350
2855
1650
(TYP)
A
250mm THK
2665
{16@200 O.C (B) (TYP.)
{16 @ 200 O.C
1650
1640
1650
BELOW GRADE AFTER CURING OF FIRST COAT OF COAL TAR
{16@200 O.C (T) (TYP.)
500
1600
COATING APPLICATION SHALL EXTEND CONTINUOUSLY 500mm
DOWELS FOR STAIR-3
( TYP)
{16 @ 200 O.C
RAFT LINE
F1
775
( TYP)
500
2335 350
3365
DOWELS FOR STAIR-4
2000
{12 @ 400 O.C (TYP.)
{16@200 O.C (B) (TYP.) 1000 1000
2000
DOWELS FOR CMU WALL
A'
{16@200 O.C (T) (TYP.)
EL. -1.500 (TOC)
SH2
1000 1000
500
( TYP)
D
SUCCESSIVE COATING APPLICATION), SPECIFIED BY THE MANUFACTURER. THE TOTAL WET FILM THICKNESS SHALL
1650
3255
1650
1650
1650
NOT BE LESS THAN 1 mm (MINIMUM).
1650
7.THE TOP BARS SHALL BE LAPPED NEAR COLUMNS AND BOTTOM
O. C( B)
4800
@ 200
POINT EARTH BONDING. THE STEEL GRATING OVER THE SUMP PIT SHALL ALSO BE GROUNDED.
(TYP) 2000
900
2495
1500
F1
2495
2085
25700
2000
(TYP.)
950 1050
(TYP.)
1650
D
800
1650
EL. -1.500 (TOC) 800
5145
F1
C'' 3060
RAFT
2000
450mm THK.
LEGEND
C
1000 1000
3155
25700
GRID AT TWO DIAGONALLY OPPOSITE POINTS TO ACHIEVE TWO
500
{ 16
@ 200 { 16
@ 200 { 16
O. C( B)
@ 200
EL. -3.300 (TOC)
8.THE REINFORCEMENT BAR SHALL BE CONNECTED TO MAIN EARTH
5145
C'
CABLE BASEMENT
BARS SHALL BE LAPPED NEAR MID SPAN.
1000 1000
1990
C
( TYP. )
800
(TYP)
{ 16
( TYP. )
800
4800
500
O. C( T)
B O. C( T)
B
EL.
- ELEVATION
O.C
- ON CENTER
TOC
- TOP OF CONCRETE
TOA
- TOP OF ASPHALT
TYP.
- TYPICAL
TOR
- TOP OF RAFT
RC
- REINFORCED CONCRETE
BOR
- BOTTOM OF RAFT
THK.
- THICK
SH
- SHEET
CMU
- CONCRETE MASONARY UNIT
T
- TOP BAR
- CAST IN PLACE PEDESTAL
B
- BOTTOM BAR
G
D
SH2
DP-1 - DOOR POST (200x200)
2000 5980
1650
5980
1650
900
1000 1000
UP 1650
GRAPHIC SCALE:
1650
0.5
1510
DP1
DOWELS FOR CMU WALL
250mm THK
RAFT LINE
2000
1650
1500
1650
5625
O. C( B) @ 200 { 16
O. C( T)
5
6
7
8
9
10m
1 : 125
DRAWING TITLE
F
CABLE TUNNEL
DOWELS FOR CMU WALL
EL. -3.950 (TOC)
{12 @ 400 O.C (TYP.)
DRAWING NO.
EE-269164
DRAWING CONTROL SHEET SCOPE OF WORKS AND TECHNICAL SPECIFICATION
G
PTS- 11EN383
GENERAL NOTES FOR CIVIL WORKS
EA- 271512
BASEMENT PLAN, SECTION AND DETAILS
EA- 271591
GROUND FLOOR PLAN
EA- 271592
BUILDING SECTIONS & WALL SECTIONS
EA- 271595
LAYOUT AND DETAILS OF STAIRCASE
EA- 271596
SUBSTATION LAYOUT
EA- 271622
SITE GRADING AND PAVING PLAN
EA- 271623
13mm THK. 500
SH2
{16 @ 200 O.C
( TYP)
( TYP)
500
4
2220
3000
E
BOTHWAYS (TYP.)
3
REFERENCE DRAWINGS 1260
DP1 DP1
{12 @ 200 O.C (BOTTOM) DOWELS FOR STAIR-1
2
SCALE :
UP
{12 @ 400 O.C (TYP.) ADDITIONAL REINFORCEMENT
5m
{16 @ 200 O.C(T) {16 @ 200 O.C(B)
DOWELS FOR CMU WALL
G
4
1 : 50
0 0.5 1
1640
RC WALL (TYP)
(TYP)
{12 @ 400 O.C (TYP.)
500
2000
1640
( TYP)
2730
775
1650
775
350
3365
DP1
RAFT
1650
1650
1650
F
1650
3
GRAPHIC SCALE:
SH2
450mm THK.
350
3255
2
E F
3365
1650
1510
1
SCALE :
1850
1650
1650
1500
1650
1650
2955
1650
1000
1650
1650
5625
{ 16
{16 @ 200 O.C(B)
3020
E'
{16 @ 200 O.C(T)
@ 200
2605
1650
E
6500
1650
0
EL. -3.950 (TOC)
- RC WALL
ISOLATION JOINT (TYP)
B DOWELS FOR STAIR-2
SH2
{16 @ 200 O.C
5005
1525
1355
5100
520 5100
5065
5065
4750
4730
3145
4730
5000
5065
5600
5000
1655
4800
4800
4800
6140
250
81270
DAR ENGINEERING
-
ENGINEERS & DESIGNERS
OF
2220 250
-
1
2
2'
3'
3
4
5
6
7
8
9
10
11
12
13
14
14' 15
16
17
DRAWING/DOCUMENT ISSUED FOR
18
BASE DESIGN
-
APPROVAL
-
INFORMATION ONLY
FOUNDATION PLAN
CONSTRUCTION
1:125
SCALE
DATE
21-04-2014
Kingdom of Saudi Arabia BY
Royal Commission for Jubail & Yanbu Royal Commission in Jubail
A'
A
B
C
C''
D
E
F
G
AS-BUILT
BY
DATE
25700 3365
4150
4800
5145 2085
5980
250mm THK STAIRCASE-3
TOC EL. +0.300
TOA
3365
3060
TOC EL. +0.300
5625
CONTROL & RELAY
RC SLAB (TYP)
PANEL ROOM
TOC FOR SLAB REBAR DETAILS,
EL. +0.300
STAIRCASE-2
REFER DWG. NO: EA-271480
A
TOA
EL. VARIES
04-2014
DAR
DETAIL DESIGN
SSV
SKP
CHKD.
CERT.
EL. VARIES REV. NO.
DATE
BY
DESCRIPTION
APPD.
SEE DETAIL-3 SHEET-02
3000
250mm THK RC WALL (TYP)
{16 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{16 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
EL. -3.300
SSV
CHECKED BY
AS SHOWN
SCALE:
15-04-2014
500
TOR
(TYP)
DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
EL. -3.300
BOR
BOR
EL. -3.750
EL. -3.750 THIS DRAWING IS NOT TO BE USED FOR
400 (TYP.)
{16 @ 200 O.C
SEE DETAIL-1
400
CONSTRUCTION OR FOR ORDERING
(TYP.)
MATERIAL UNTIL CERTIFIED AND DATED
{16 @ 200 O.C
SHEET-02
A -
BY
DATE
FOUNDATION PLAN, SECTION AND DETAILS CONTROL BUILDING
SECTION SCALE
CERTIFIED
AND
TOR
JJP
DRAWN BY
1:50
R.I.C 380/115/33kV SUBSTATION - 2 SAUDI ARABIA
RAS AL KHAIR CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
PLANT NO.
DRAWING NUMBER
T458
EA-271473
SHEET NO.
01 of 02
REV. NO.
A
SEC-A (2004/10)
DMS
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
BE AS PER REQUIREMENTS OF SEC-EOA MATERIAL STANDARD
10.AVERAGE NATURAL GRADE (NGL) LEVEL +5.597 WITH RESPECT
N
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
2.MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL
NO
02
EA -271473
T458
SURFACE AND APPLYING WITH THE CONCRETE BONDING AGENT.
METERS UNLESS OTHERWISE NOTED.
CO.
1.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
CONCRETE SHALL BE PREPARED PROPERLY BY ROUGHENING THE
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
Q
027-T04
A
01
9.BEFORE THE APPLICATION OF SCREED CONCRETE, THE RAFT
SAUDIELECTRI CI TY
NOTES
VECTOR
SECA00
THI S DRAW I NG
099-C02
CONT'D NOTES
REV. NO.
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
FOR DETAIL REFER
METERS UNLESS OTHERWISE NOTED.
DWG NO. EA-271482
2.FOR OTHER NOTES, REFER SHEET-01.
1500
DRAWING NUMBER
PLANT NO.
SHEET NO.
REV. NO.
REFER DWG. NO: EA-271480 250
CHAIR BARS AS PER
EL. +0.300
{16 @ 200 O.C
TOC {12@250 O.C
EL. +0.300
SITE REQUIREMENTS (TYP.)
300
TOC
{16 @ 200 O.C
400
400
TOR EL. -3.300
13mm THK. ISOLATION JOINT (TYP)
TOA EL. VARIES
1000
RC SLAB (TYP)
DAR ENGINEERING
450
250mm THK
ENGINEERS & DESIGNERS
TOC
BOR EL. -3.750
EL. -0.700
DRAWING/DOCUMENT ISSUED FOR
250
BASE DESIGN
75
( TYP)
APPROVAL INFORMATION ONLY CONSTRUCTION
{16 @ 200 O.C
21-04-2014
DATE
BY
{16 @ 200 O.C
C
3650
CONTROL BULIDING CABLE BASEMENT
SH1
SCALE
LEGEND
1:15
8900 CABLE TUNNEL
3000
3x300=900
SECTION
TWO (2) LAYERS OF 4mm THK.
CONCRETE
WATERPROOFING MEMBRANE WITH {10 @ 300 O.C
OUTER FACE
{10 NOSING BAR
75
TOC
WALL
15mm THK. PROTECTION BOARD
250 50
TOC
155
EL. -3.750
6
TOC
EL. -3.950
EL. -3.950
25
BOC
650
3x165
EL. -3.300
INNER FACE
EL.
- ELEVATION
TOC
- TOP OF CONCRETE
TOA
- TOP OF ASPHALT
TYP.
- TYPICAL
RC
- REINFORCED CONCRETE
THK.
- THICK
O.C
- ON CENTER
TOR
- TOP OF RAFT
BOR
- BOTTOM OF RAFT
TOF
- TOP OF FOOTING
BOF
- BOTTOM OF FOOTING
REINF. - REINFORCEMENT BOC
{16 @ 200 O.C
CONTROL JOINT TO BE FILLED
EL. -4.250
{16 @ 200 O.C
WITH APPROVED SEALANT
WOODEN STRIP OR
OR JOINT FILLER AS PER
FILTER BOARD
TCS-Q-113.03
SEE
BOC
{16 @ 200 O.C
EL. -4.400
{16 @ 200 O.C
DP-1
- DOOR POST
NTS
- NOT TO SCALE
GRAPHIC SCALE:
TYPICAL CONTROL JOINT
0
0.1
0.5
1m
DETAIL-1
DETAIL FOR WALLS B
SCALE
SECTION
SH1
SCALE :
1:10 GRAPHIC SCALE:
1:25
SCALE
1 : 10
0
0.1
0.5
1
1.5m
SCALE :
GRID
GRAPHIC SCALE: 0.5
0
500
F
1 : 15
18
GROUND REBARS
1
1.5
2
2.5m
SCALE :
1 : 25
WELDED TO COLUMN
350
(TYP.)
350
350
{16 @ 200 O.C
{12 @ 200 O.C
{12 @ 150 O.C
{16 @ 150 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
{12 @ 200 O.C
DRAINAGE CHANNEL
{16 @ 200 O.C
100mm WIDE
100mm WIDE DRAINAGE CHANNEL
DEPTH VARIES
DEPTH VARIES
BONDING AGENT (TYP.)
TWO (2) COATS OF COAL TAR EPOXY
CHAIR BAR AS PER (TYP.)
500 SLOPE
SLOPE EL. -3.950 (TOR)
{16 @ 200 O.C
EL.-1.500 450
450
450
4 5 °
EA- 271512
BASEMENT PLAN, SECTION AND DETAILS
EA- 271591
GROUND FLOOR PLAN
EA- 271592
BUILDING SECTIONS & WALL SECTIONS
EA- 271595
LAYOUT AND DETAILS OF STAIRCASE
EA- 271596
SUBSTATION LAYOUT
EA- 271622
SITE GRADING AND PAVING PLAN
EA- 271623
{16 @ 200 O.C
75mm CLEAR
EL. -3.750 (BOR)
GENERAL NOTES FOR CIVIL WORKS
(TYP.)
TOF
EL. -3.300 (TOR)
PTS- 11EN383
GROUND GRID
WITH APPROVED
SITE REQUIREMENTS
450
750
EL. -4.500
EE-269164
DRAWING CONTROL SHEET
MAIN BURIED
CONSTRUCTION JOINT
500
EL. -4.050
DRAWING NO.
SCOPE OF WORKS AND TECHNICAL SPECIFICATION
( TYP)
( TYP. )
SEE DETAIL-4 (TYP.)
BOR
BOR
FOR COLUMN REINF. DETAIL,
( TYP. )
200mm WIDE WATER STOP
EL.-3.300
{16 @ 200 O.C
750
450
TOR
750
TYP.
EL.-3.300
DRAWING TITLE
CONSTRUCTION JOINT WITH
500 TOR
REFERENCE DRAWINGS
EL. VARIES
REFER DWG. NO: EA-271474 (TYP.)
750
{12 @ 200 O.C {16 @ 200 O.C
EL. -3.750
TOA
{16 @ 200 O.C
{16 @ 200 O.C
BOR
REBARS
250
150
{12 @ 200 O.C
600
500
BASEMENT WALL
200~
700
250mm THK.
COVER (TYP) EL. -4.400 (BOR)
400 750
400
900
750
(TYP.)
{16 @ 200 O.C
{16 @ 200 O.C
SEE DETAIL-1
SEE DETAIL-1
750
500
-
750
2000
{16 @ 200 O.C
(TYP.)
-
{16 @ 200 O.C (TYP.)
SEE DETAIL-2
(TYP.)
600
(TYP.)
400
EL.-1.950 400
{16 @ 200 O.C
OF
75
{16 @ 200 O.C
600 {16 @ 200 O.C
{16 @ 200 O.C
SEE DETAIL-1
{16 @ 200 O.C
BOF
( TYP. )
75
(TYP)
( TYP. )
400
-
{16 @ 200 O.C
Kingdom of Saudi Arabia
D SH1
SECTION
E
1:25
SCALE
SH1
SECTION SCALE
F
1:25
SH1
SECTION SCALE
G
1:25
SECTION
SH1
SCALE
Royal Commission for Jubail & Yanbu
1:25
Royal Commission in Jubail
AS-BUILT
BY
DATE
200
4-{16
{10 @ 200 O.C
(2) TWO LAYERS OF 4mm THK. 250
WATERPROOFING MEMBRANE WITH 15mm THK. PROTECTION 200
75
125
50
BOARD (TYP.) 75
200mm WIDE
50
A
04-2014
DAR
DETAIL DESIGN
SSV
SKP
CHKD.
CERT.
300
PVC WATER STOP 200
{20mm DOWEL BAR (TYP.)
TOC
FILLET/CANT STRIP 50x50
CHAMFERED EDGE
DESCRIPTION
APPD.
20x20 (TYP.)
600
75
250
BY
150
50
DOOR POST (TYP.)
WATERPROOFING MEMBRANE
6 MIL POLYETHYLENE
1mm THK. ALUMINIUM
VAPOR BARRIER
FLASHING
75mm THK.
20x20 GROOVE TO BE FILLED
75mm THK. LEAN CONCRETE 400
TWO (2) LAYERS OF 150 MICRON
(TYP)
POLYETHYLENE VAPOR BARRIER
LEAN CONCRETE
DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
450
300
THIS DRAWING IS NOT TO BE USED FOR
CERTIFIED
CONSTRUCTION OR FOR ORDERING
MINIMUM OF 95% PROCTOR DENSITY
MINIMUM OF 95% PROCTOR DENSITY
AS SHOWN
SCALE:
15-04-2014
POLYSULPHIDE (UV RESISTANT)
SUB-GRADE COMPACTED TO A
SSV
CHECKED BY
WITH APPROVED SEALANT
250
SUB-GRADE COMPACTED TO A
JJP
DRAWN BY
AND
TWO (2) LAYERS OF
75
TWO (2) LAYERS OF 4mm THK.
(TYP)
( TYP)
EL. -3.950 (TOR)
400
75
EL. -3.300 (TOR)
EXPANSION BOLT @ 300 O.C
250
RC SLAB
250
50mm THK. SCREED
(UV RESISTANT)
150
600
RC SLAB
( TYP. )
POLYSULPHIDE SEALANT
4-{16
RAFT
DATE
JOINT
EL. +0.300
{10 @ 200 O.C
REV. NO.
CONSTRUCTION
CEMENT AND SAND MORTAR (TYP.)
MATERIAL UNTIL CERTIFIED AND DATED
BY
DATE
(2) TWO LAYERS OF 4mm THK.
CONFORMING TO ASTM D1557
CONFORMING TO ASTM D1557
FOUNDATION PLAN, SECTION AND DETAILS
SEE DETAIL-1
WATERPROOFING MEMBRANE WITH 15mm THK. PROTECTION
CONTROL BUILDING
BOARD (TYP.)
1 SH1
DETAIL SCALE
NTS
2
DETAIL
-
SCALE
NTS
3 SH1
DETAIL SCALE
NTS
4
DETAIL
-
SCALE
R.I.C 380/115/33kV SUBSTATION - 2
1:10
TYPICAL DETAIL OF DOOR POST (DP-1) SCALE
1:10
CO.
INDEX
{16 @ 200 O.C CONTROL ROOM
FOR SLAB REBAR DETAILS,
SAUDIELECTRI CI TY
A
of
30 0
{10 @ 200 O.C
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
JOB ORDER NO.
CONTRACT NO.
02
EA -271473
T458
5625
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
1.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
F
SAUDI ARABIA
RAS AL KHAIR CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
PLANT NO.
DRAWING NUMBER
T458
EA-271473
SHEET NO.
02 of 02
REV. NO.
A
SEC-A (2004/10)
DMS
VECTOR
SECA00
THI S DRAW I NG
Q
027-T04
099-C02
02
E
NO
NOTES
INDEX
DRAWING NUMBER
PLANT NO.
SHEET NO.
REV. NO.
N
3.MINIMUM YIELD STRENGTH OF REINFORCEMENT STEEL SHALL BE 420.0 MPa. 4.BELOW GRADE SURFACES OF CONCRETE SHALL BE COATED WITH TWO (2) COATS OF COAL TAR EPOXY AFTER THIRTY FIVE (35) DAYS OF CONCRETE PLACEMENT. THE SECOND COAT SHALL BE
1
2
3
5
6
7
8
9
10
11
12
13
APPLIED WITHIN THE TIME INTERVAL (BETWEEN SUCCESSIVE COATING APPLICATION), SPECIFIED BY THE MANUFACTURER. THE
49460 5000
5000
5000
5000
TOTAL DRY FILM THICKNESS SHALL NOT BE LESS THAN
4205
5000
5000
5000
3520
1580
0.60mm (MINIMUM).
5155
5.AFTER A MINIMUM OF 35 DAYS OF CONCRETE PLACEMENT FOR A
B SH2
BELOW GRADE AFTER CURING OF FIRST COAT OF COAL TAR
1200
DOWELS FOR CMU WALL
SH2
{12 @ 400 O.C (TYP.)
SUITABLY SELECTED FOR CONCRETE SURFACES. THE PU COATING SHALL CONSIST OF TOP 300 MICRONS DFT AROMATIC AND BOTTOM LAYER SHALL BE 700 MICRONS DFT ALIPHATIC.
200
( TYP)
(TYP)
6.ALL INTERIOR SURFACES OF CONCRETE SHALL BE PAINTED OVER
{16 @ 150 O.C(B)
2910
1100
SHALL BE APPLIED WITHIN THE TIME INTERVAL (BETWEEN SUCCESSIVE COATING APPLICATION), SPECIFIED BY THE MANUFACTURER. THE TOTAL WET FILM THICKNESS SHALL
7.THE TOP BARS SHALL BE LAPPED NEAR COLUMNS AND BOTTOM
1880
800
(TYP)
(TYP)
BARS SHALL BE LAPPED NEAR MID SPAN. 8.THE REINFORCEMENT BAR SHALL BE CONNECTED TO MAIN EARTH GRID AT TWO DIAGONALLY OPPOSITE POINTS TO ACHIEVE TWO
O. C( B)
SHALL ALSO BE GROUNDED. 9.BEFORE THE APPLICATION OF SCREED CONCRETE, THE RAFT CONCRETE SHALL BE PREPARED PROPERLY BY ROUGHENING THE
E
@ 150
SURFACE AND APPLYING WITH THE CONCRETE BONDING AGENT. 10.AVERAGE NATURAL GRADE (NGL) LEVEL +5.597 WITH RESPECT
2790
@ 150 { 16
RAFT
(TYP)
{ 16
O. C( T)
O. C( B) @ 150
450mm THK.
{ 16
O. C( T) { 16
(TYP)
@ 150
( TYP)
800
500
( TYP)
800
E
EL. -4.170 (TOC)
500
21760
2790
POINT EARTH BONDING. THE STEEL GRATING OVER THE SUMP PIT
1430
2180
2790
550
D CABLE BASEMENT
2790
NOT BE LESS THAN 1 mm (MINIMUM).
C
800
DP-1
21760
MEMBRANE AFTER THIRTY FIVE (35) DAYS OF CONCRETE PLACEMENT. THE SECOND COAT OF ELASTOMERIC MEMBRANE
1560 1100
TWO (2) COATS OF ELASTOMERIC CEMENTITIOUS IMPERMEABLE
B TRENCH
1150
TUNNEL
{16 @ 150 O.C(T)
D
EPOXY COATING. THE MINIMUM DRY FILM THICKNESS OF
3300
BOTHWAYS (TYP.)
C
DP-1
CABLE
WI DE 5M
WALL (TYP) 1600
{12 @ 400 O.C (TYP.)
200
850
400 5000
2910 1880
COATING APPLICATION SHALL EXTEND CONTINUOUSLY 500mm
ELASTOMERIC COATING SHALL BE 1mm. THE PRIMER SHALL BE
{12 @ 150 O.C (BOTTOM)
RAFT LINE 500
3300
DOWELS FOR CMU WALL
200
B
C
250 THK. BASEMENT
ISOLATION JOINT
POLYURETHANE WATERPROOFING MATERIAL. THE
200
ADDITIONAL REINFORCEMENT
SH2
1700
1615
A
D 13mm WIDE
130
DUCTBANK
SURFACES (ABOVE GRADE) SHALL BE COATED WITH
150
DUCTBANK
500
DUCTBANK
SEVERE EXPOSURE CONCRETE, ALL EXPOSED CONCRETE
{16 @ 200 O.C ( TYP)
-
A
DOWELS FOR STAIR-1
TO MEAN SEA LEVEL CROWN ELEVATION OF THE SUBSTATION SHALL BE KEPT 2.00m ABOVE THE NGL AND SAME IS DEFINED AS +0.00 _ ie, 7.597=+0.00 _ LEVEL.
F
LEGEND
1880
1880
F 650
H
COVER (TYP.)
900x900x750 SUMP PIT WITH REMOVABLE TYPE GRATING COVER (TYP)
1100
1100
H
- ON CENTER
TOC
- TOP OF CONCRETE
TOA
- TOP OF ASPHALT
TYP.
- TYPICAL
TOR
- TOP OF RAFT
RC
- REINFORCED CONCRETE
BOR
- BOTTOM OF RAFT
THK.
- THICK
SH
- SHEET
CMU
- CONCRETE MASONARY UNIT
T
- TOP BAR
- CAST IN PLACE PEDESTAL
B
- BOTTOM BAR
1200 200
ADDITIONAL REINFORCEMENT
200
O.C
200
500
1600
( TYP)
DOWELS FOR CMU WALL
{12 @ 150 O.C (BOTTOM)
{12 @ 400 O.C (TYP.)
DP-1 - DOOR POST (200x200) GRAPHIC SCALE:
BOTHWAYS (TYP.)
J 500
1615
3285
2
3
1715
4
4
5m
1 : 50
5000
4205
5000
5000
DRAWING TITLE
5000
5100
5155
5
6
EE- 251739
SCOPE OF WORK AND TECHNICAL SPECIFICATIONS
7
8
9
10
12
PTS- 10EN1054
GENERAL NOTES FOR CIVIL WORKS
EA- 271512
BASEMENT PLAN AND DETAILS - 33kV SWGR BUILDING
EA- 271603
GROUND FLOOR PLAN - 33kV SWGR BUILDING
EA- 271604
BUILDING SECTION AND DETAILS - 33kV SWGR BUILDING
EA- 271607
COLUMN LAYOUT AND REBAR DETAILS
EA- 271495
SUBSTATION LAYOUT
EA- 271622
13
FOUNDATION PLAN 1:100
SCALE
DRAWING NO.
DRAWING CONTROL SHEET
49460
1
3
REFERENCE DRAWINGS DUCTBANK
5000
2
SCALE :
{16 @ 200 O.C
200
DUCTBANK 5000
1
DOWELS FOR STAIR-2
( TYP)
150
0.5
0
J 150
- RC WALL
J
H
G
F
E
D
C
B
2
3
4
5
6
7
8
9
SCALE :
OF
GRAPHIC SCALE: 0 0.5 1
10m
1 : 100
18460
150
3300
2910
1880
2790
2790
1880
2910
200
Kingdom of Saudi Arabia Royal Commission for Jubail & Yanbu Royal Commission in Jubail
13mm WIDE ISOLATION JOINT (TYP)
TOC
33kV SWITCHGEAR-3
FOR SLAB REBAR DETAILS,
250mm THICK
REFER DWG. NO: EA-271501
RC SLAB
FIRE PROTECTION SYSTEM CYLINDERS
EL. +0.300
TOA
AS-BUILT
TOA
EL. VARIES
BY
DATE
EL. VARIES
SEE DETAIL-2, 250mm THK.
SHEET-02
STAIR-2
RC WALL (TYP.)
5M WIDE CABLE TUNNEL
(TOC) EL. -1.910
{12 @ 150 O.C
{12 @ 200 O.C
{12 @ 200 O.C
(TOR)
CABLE BASEMENT
3870
{16 @ 120 O.C
A
04.2014
DAR
DATE
BY
REV. NO.
{12 @ 150 O.C
{16 @ 120 O.C
{12 @ 200 O.C
{12 @ 200 O.C
500
500
(TYP)
(TYP)
DETAIL DESIGN
DESCRIPTION
SSV
SKP
CHKD.
CERT.
APPD.
450
EL. -4.170 (BOR) EL. -4.620
DAR ENGINEERING
JJP
DRAWN BY
ENGINEERS & DESIGNERS
400 (TYP)
400 {16 @ 150 O.C
(TYP)
CONSTRUCTION JOINT WITH 200mm WIDE PVC
SEE DETAIL-1
{16 @ 150 O.C
DRAWING/DOCUMENT ISSUED FOR
CHECKED BY
SSV
AS SHOWN
SCALE:
08-04-2014 DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
BASE DESIGN
SHEET-02 (TYP)
WATER STOP (TYP.)
APPROVAL
THIS DRAWING IS NOT TO BE USED FOR
AND
3300
200
DP-1
- ELEVATION
3300
2910
1510
1150
SH2
GRATING
2910
G E
TRENCH
G
EL.
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
JOB ORDER NO.
TYPE OF CONCRETE fc'=38 MPa.
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
CONTRACT NO.
SPECIFICATIONS 71-SMSS-5 (REV. 4). FOR SEVERE EXPOSURE
NO
A
of
BE AS PER REQUIREMENTS OF SEC-EOA MATERIAL STANDARD
CO.
02
EA -271494
2.MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL
CONSTRUCTION OR FOR ORDERING
INFORMATION ONLY
MATERIAL UNTIL CERTIFIED AND DATED
A -
SECTION SCALE
1:50
CONSTRUCTION DATE
21/04/2014
FOUNDATION PLAN, SECTION AND DETAILS
BY
33kV SWITCHGEAR BUILDING
380/115/33kV SUBSTATION#2 SAUDI ARABIA
RAS AL KHAIR IND. CITY CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
T458
METERS UNLESS OTHERWISE NOTED.
PLANT NO.
DRAWING NUMBER
T458
EA-271494
SHEET NO.
01 of 02
REV. NO.
A
SEC-A (2004/10)
DMS
VECTOR
SECA00
THI S DRAW I NG
Q
027-T04
01
1.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
SAUDIELECTRI CI TY
099-C02
NOTES
D
E
F
G
H
INDEX
DRAWING NUMBER
PLANT NO.
SHEET NO.
18460
150
3300
2910
1880
2790
2790
1880
2910
200
13mm WIDE ISOLATION JOINT (TYP)
TOC
33kV SWITCHGEAR-1
FOR SLAB REBAR DETAILS,
250mm THICK
REFER DWG. NO: EA-271501
RC SLAB
33kV SWITCHGEAR-2
EL. +0.300
TOA
TOA
FOR DETAIL REFER
EL. VARIES
DWG NO. EA-271503
{10 @ 200 O.C
30 0
EL. VARIES
SEE DETAIL-2 250mm THK.
{16 @ 200 O.C
STAIR-1
RC WALL (TYP.)
CHAIR BARS AS PER (TOC)
{16 @ 150 O.C
{16 @ 120 O.C
{12 @ 150 O.C
{12 @ 200 O.C
{12 @ 200 O.C
3870
CABLE BASEMENT
{12 @ 150 O.C
{16 @ 120 O.C
{12 @ 200 O.C
{12 @ 200 O.C
SITE REQUIREMENTS (TYP.)
300
EL. -1.910
{16 @ 150 O.C TOR EL. -4.170
400
(TOR)
500
500
(TYP)
(TYP)
450
{12@250 O.C
LEGEND
400
BOR EL. -4.620
EL.
- ELEVATION
TOA
- TOP OF ASPHALT
TOC
- TOP OF CONCRETE
TOR
- TOP OF RAFT
TYP.
- TYPICAL
BOR
- BOTTOM OF RAFT
RC
- REINFORCED CONCRETE
DP-1
- DOOR POST
THK.
- THICK
SH
- SHEET
O.C
- ON CENTER
NTS
- NOT TO SCALE
EL. -4.170
75
( TYP)
(BOR) EL. -4.620 400 625
(TYP)
CONSTRUCTION JOINT
1150
1150
{16 @ 150 O.C ADDITIONAL REINFORCEMENT
WITH 200mm WIDE PVC
{16 @ 150 O.C
{12 @ 150 O.C (BOTTOM)
WATER STOP (TYP.)
{16 @ 150 O.C
625
ADDITIONAL REINFORCEMENT
SEE DETAIL-1
{16 @ 150 O.C
{12 @ 150 O.C (BOTTOM)
BOTHWAYS (TYP.)
BOTHWAYS (TYP.)
B
SECTION
SH1
C
1:50
SCALE
SH1
SECTION SCALE
1:15
GRAPHIC SCALE: 0
0.1
0.5
1m
SCALE :
1 : 10
GRAPHIC SCALE: 4-{16
0
0.1
0.5
1
1.5m
200
SCALE :
H
BASEMENT WALL
200
(TYP.)
{16 @ 120 O.C
{12 @ 200 O.C
{12 @ 200 O.C
200
400
{16 @ 150 O.C
{16 @ 120 O.C
{12 @ 150 O.C
{12 @ 200 O.C
{12 @ 200 O.C
1.5
2
2.5m
1 : 25
GRAPHIC SCALE: 0.5
0
1
2
3
4
5m
SCALE :
1 : 50
CONSTRUCTION JOINT WITH
SEE DETAIL-3 (TYP.)
DRAINAGE CHANNEL
{16 @ 150 O.C {16 @ 150 O.C
TWO (2) LAYERS OF 4mm THK.
CONCRETE
WATERPROOFING MEMBRANE WITH 100mm WIDE 4-{16
DRAWING TITLE
DEPTH VARIES
250
EL. -4.170 (TOR)
SLOPE EL. -4.170 (TOR)
50
400
EL. -4.620 (BOR)
25
4 5 °
450
450
6
INNER FACE
RAFT
( TYP. )
(TYP.) 400 75
400 (TYP.) (TYP.) 400
900
CONTROL JOINT TO BE FILLED
750 {16 @ 150 O.C
PTS- 10EN1054
WITH APPROVED SEALANT
WOODEN STRIP OR
{16 @ 150 O.C
OR JOINT FILLER AS PER
FILTER BOARD
{16 @ 150 O.C
TCS-Q-113.03
GENERAL NOTES FOR CIVIL WORKS
EA- 271512
BASEMENT PLAN AND DETAILS - 33kV SWGR BUILDING
EA- 271603
GROUND FLOOR PLAN - 33kV SWGR BUILDING
EA- 271604
BUILDING SECTION AND DETAILS - 33kV SWGR BUILDING
EA- 271607
COLUMN LAYOUT AND REBAR DETAILS
EA- 271495
SUBSTATION LAYOUT
EA- 271622
600
{16 @ 150 O.C
SEE DETAIL-1
EE- 251739
DRAWING CONTROL SHEET OUTER FACE
SCOPE OF WORK AND TECHNICAL SPECIFICATIONS
EL. -4.920
750
DRAWING NO.
WALL
15mm THK. PROTECTION BOARD
500
BOR 750
REFERENCE DRAWINGS
{10 @ 200 O.C
75
750
450
EL. -4.620
200mm WIDE WATER STOP
EL.-4.170
( TYP. )
TYP.
EL.-4.170
TOR
750
500
SEE DETAIL-1
(TYP.)
{16 @ 150 O.C
D SH1
SECTION SCALE
E
1:25
SH1
SECTION SCALE
1:25
TYPICAL DETAIL OF DOOR POST (DP-1)
DETAIL FOR WALLS
SCALE
SCALE
1:10
OF
TYPICAL CONTROL JOINT 1:10
Kingdom of Saudi Arabia Royal Commission for Jubail & Yanbu Royal Commission in Jubail
AS-BUILT
BY
DATE
(2) TWO LAYERS OF 4mm THK. 250
WATERPROOFING MEMBRANE WITH 15mm THK. PROTECTION
75
125
50
BOARD (TYP.) 75
200mm WIDE
50
300
PVC WATER STOP {20mm DOWEL BAR (TYP.)
TOC
FILLET/CANT STRIP 50x50
CONSTRUCTION
CEMENT AND SAND MORTAR (TYP.)
DATE
BY
DETAIL DESIGN
SSV
SKP
DESCRIPTION
CHKD.
CERT.
APPD.
75
DAR ENGINEERING
( TYP. )
ENGINEERS & DESIGNERS
400
1mm THK. ALUMINIUM 75
75mm THK. LEAN CONCRETE
APPROVAL ( TYP)
FLASHING
75
WATERPROOFING MEMBRANE
20x20 GROOVE TO BE FILLED TWO (2) LAYERS OF 150 MICRON
JJP
DRAWN BY
INFORMATION ONLY
CHECKED BY
SSV
AS SHOWN
SCALE:
08-04-2014 DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
CONSTRUCTION
WITH APPROVED SEALANT
250
POLYETHYLENE VAPOR BARRIER
DRAWING/DOCUMENT ISSUED FOR BASE DESIGN
(TYP.)
TWO (2) LAYERS OF 4mm THK.
450
300
EXPANSION BOLT @ 300 O.C
250
250
(UV RESISTANT)
150
50mm THK. SCREED
DAR
20x20 (TYP.)
600
POLYSULPHIDE SEALANT RC SLAB
04.2014
REV. NO.
150
50
CHAMFERED EDGE 250
A
JOINT
EL. +0.300
600
DATE
POLYSULPHIDE (UV RESISTANT)
21/04/2014
BY
SUB-GRADE COMPACTED TO A MINIMUM OF 95% PROCTOR DENSITY
THIS DRAWING IS NOT TO BE USED FOR
(2) TWO LAYERS OF 4mm THK.
AND
EL. -5.370
1
DOOR POST (TYP.)
TOR
BOR
0.5
SCALE :
200
{16 @ 150 O.C
BOR
GRAPHIC SCALE: 0
600
250mm THK.
{12 @ 150 O.C
{10 @ 200 O.C
1 : 15
CONSTRUCTION OR FOR ORDERING
CONFORMING TO ASTM D1557
NO
JOB ORDER NO.
C
THI S DOCUMENT W I THOUT THE W RI TTEN CONSENT OF I TS OW NER.
CONTRACT NO.
B
SEE DETAIL-1
WATERPROOFING MEMBRANE
CO.
of
A
MATERIAL UNTIL CERTIFIED AND DATED
WITH 15mm THK. PROTECTION BOARD (TYP.)
1 SH1
DETAIL SCALE
NTS
2 SH1
DETAIL SCALE
NTS
3
DETAIL
-
SCALE
FOUNDATION PLAN, SECTION AND DETAILS 33kV SWITCHGEAR BUILDING
1:10
380/115/33kV SUBSTATION#2 SAUDI ARABIA
RAS AL KHAIR IND. CITY CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
PLANT NO.
DRAWING NUMBER
T458
EA-271494
SHEET NO.
02 of 02
REV. NO.
A
SEC-A (2004/10)
DMS
VECTOR
SECA00
THI S DRAW I NG
02
EA -271494
2.FOR OTHER NOTES, REFER SHEET-01.
SAUDIELECTRI CI TY
T458
METERS UNLESS OTHERWISE NOTED.
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
Q
027-T04
A
02
1.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
099-C02
NOTES
REV. NO.
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
PC-2
3250
3250
3250
3250
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
LI NE
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
PC-3
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
REV. NO.
PROPERTY
PC-3
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
913
OUTER LINE (TYP)
1500
PC-2
PC-3
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
913
48725
450
913
48750
48750
59388 (TORW= -0.400)
THI S DOCUMENT W I THOUT THE W RI TTEN
3225
13 PC-2
2.FOR OTHER NOTES, REFER SHEET-01.
90026 (TORW= -0.300)
"A"
E
BOUNDARY WALL FOUNDATION PLAN "PART-1"
LI NE
SH-4
1:200
MATCH
SCALE
CABLE TUNNEL
CABLE TUNNEL 13
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-1
PC-3 COR-2 2800
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
PROPERTY
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
2873
425
913
OUTER LINE (TYP)
48300
48373 97586 (TORW= -0.300)
DAR ENGINEERING BOUNDARY WALL FOUNDATION PLAN "PART-2"
ENGINEERS & DESIGNERS
1:200
SCALE
DRAWING/DOCUMENT ISSUED FOR BASE DESIGN
59413 (TORW= +0.150)
30613 (TORW= +0.000)
1500
48725
48750
48750
913 3250
3250
3250
3250
3250
3250
3250
3250
COR-4
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2 2500
PC-1
PC-2
3250
3250
3250
3250
913
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
PC-3
913 3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
CONSTRUCTION 20/01/2014
DATE
LEGEND
PC-3
PC-3
BY
450
PC-3
2075
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
SEE DETAIL-5 IN SH-05
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
NGL
- NATURAL GROUND LEVEL
EL.
- ELEVATION
TORW
- TOP OF RETAINING WALL
TOP
- TOP OF PEDESTAL
TOF
- TOP OF FOUNDATION
BOF
- BOTTOM OF FOUNDATION
PC
- PRECAST COLUMN
TYP.
- TYPICAL
THK
- THICK
13mm THK CABLE TUNNEL
TOF
2700
CABLE TUNNEL
JOINT TYP.
EL. -2.640
TOF EL. -3.175
13mm THK.
BOUNDARY WALL FOUNDATION
ISOLATION JOINT
OUTER LINE (TYP)
13mm THK. ISOLATION JOINT
(TYP.)
(TYP.)
BOUNDARY WALL FOUNDATION PLAN "PART-3" 1:200
"B"
SCALE 28800 (TORW= +0.000) 48300
LI NE
48373
PROPERTY 913
OUTER LINE (TYP) 3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
3250
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
3250
3250
3250
1725 1726
3050
3250
3250
3250
3250
3250
3250
3250
3250
3250
2873
425
COR-3 PC-2
PC-3 PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-3
PC-2
PC-2
PC-4 1847 1822
3250
PC-2 PC-2
CABLE TUNNEL
3250
PC-2 PRECAST COLUMN SEE DETAIL-6 IN SH-05
13mm THK. ISOLATION JOINT 300
1:200
SCALE
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-5
RCC FOUNDATION
D'
75mm THK.
CABLE TUNNEL
SH3
LEAN CONCRETE TWO (2) LAYERS OF
D
REFERENCE DRAWINGS
200 MICRONS
SH3
POLYETHYLENE SHEET
DRAWING TITLE
SUB-GRADE FILL COMPACTED TO A
B
MINIMUM OF 95% PROCTOR DENSITY
-
AS PER TCS.Q.113.02
DRAWING NO.
EE- 269164
DRAWING CONTROL SHEET SCOPE OF WORKS AND TECHNICAL SPECIFICATION
PTS- 11EN383
CC-4 2375
425 4300
BOUNDARY WALL FOUNDATION PLAN "PART-4"
3375
PC-2
(TYP.)
PC-2 ( TORW= -0. 150)
3250
10293
2800
425
MATCH
68786 (TORW= +0.150)
NO
PRECAST COLUMN
3250 425
3225
INFORMATION ONLY
LI NE
F SH-4
MATCH
-
59388 (TORW= +0.300)
APPROVAL
"B"
C
2800
CAST IN SITE COLUMN
10
SEE DETAIL-4 IN SH-05
SH-3
NTS
MATCH LINE "G" SHEET-03
SUBSTATION LAYOUT
EA- 271622
SITE GRADING AND PAVING PLAN
EA- 271623
SITE GRADING SECTIONS AND DETAILS
EA- 271624
LAYOUT AND DETAILS OF CABLE TUNNELS
EA- 271526
DETAIL SCALE
8M WIDE SLIDING GATE
1500
425
425
1500
425
425
GRAPHIC SCALE: 1500 120mm THK. PRECAST PROPERTY LINE
P.C.C FILL
CONC. GUTTER TO BE FILLED
50
( MAX. )
( MI N. ) 250
20mm GAP FOR LEVELLING PURPOSE (TO BE FILLED
2m
0
P.C.C FILL
BASE COURSE
250
20mm GAP FOR LEVELLING PURPOSE (TO BE FILLED
2
3
4
5
10
20m
SCALE :
CONC. GUTTER TO BE FILLED
1 : 200
WITH SEALANT (UV RESISTANT)
TORW REFER PLAN
WITH NON-SHRINK GROUT) BASE COURSE
1
ISOLATION BET. ASPHALT &
OUTSIDE SUBSTATION
ASPHALT
1 : 20
GRAPHIC SCALE:
INSIDE SUBSTATION
BOUNDARY WALL PANEL
& FILLER BOARD
300
( MI N. ) 250
ASPHALT
WITH NON-SHRINK GROUT)
120mm THK. PRECAST PROPERTY LINE
WITH SEALANT (UV RESISTANT)
TORW REFER PLAN
& FILLER BOARD
300
50
( MAX. )
WITH SEALANT (UV RESISTANT)
20mm GAP FOR LEVELLING PURPOSE (TO BE FILLED
ISOLATION BET. ASPHALT &
OUTSIDE SUBSTATION
CONC. GUTTER TO BE FILLED
1
SCALE :
( MI N. )
P.C.C FILL
0.5
0
425
50
( MAX. )
OUTSIDE SUBSTATION
TORW REFER PLAN
425
INSIDE SUBSTATION
BOUNDARY WALL PANEL
ISOLATION BET. ASPHALT &
OF
INSIDE SUBSTATION
BOUNDARY WALL PANEL
& FILLER BOARD
Kingdom of Saudi Arabia Royal Commission for Jubail & Yanbu
ASPHALT
300
120mm THK. PRECAST PROPERTY LINE
Royal Commission in Jubail
WITH NON-SHRINK GROUT)
BASE COURSE
AS-BUILT
250
{12@250 O.C
250
{16@150 O.C
{12@250 O.C
{12@250 O.C
{12@250 O.C
{12@250 O.C
{16@150 O.C
A
TWO (2) COATS OF COAL
TWO (2) COATS OF COAL
TWO (2) COATS OF COAL
TAR EPOXY (TYP.)
TAR EPOXY (TYP.)
TAR EPOXY (TYP.)
CONSTRUCTION JOINT
CONSTRUCTION JOINT
WITH BONDING AGENT (TYP.)
01.2014
DAR
DATE
BY
{16@100 O.C
TPR
SKP
SKP
CHKD.
CERT.
APPD.
PTP/JJP
CHECKED BY
TPR
AS SHOWN
SCALE:
2013-12-10 DATE STARTED
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
400
TOF EL. -2.640
400
400
DRAWN BY
{12@250 O.C
{12@250 O.C TOF EL. -2.890
BOF EL. -3.350
DESCRIPTION
WITH BONDING AGENT (TYP.)
NGL EL. VARIES {16@100 O.C
{12@250 O.C
DETAIL DESIGN
CONSTRUCTION JOINT
WITH BONDING AGENT (TYP.)
NGL EL. VARIES {16@100 O.C
TOF EL. -2.950
DATE
{12@250 O.C
REV. NO.
NGL EL. VARIES
BY
250
{16@150 O.C
BOF EL. -3.290
THIS DRAWING IS NOT TO BE USED FOR
BOF EL. -3.040
APPROVAL/CERTIFICATION INFORMATION
CONSTRUCTION OR FOR ORDERING MATERIAL UNTIL CERTIFIED AND DATED
SEE DETAIL-10
SEE DETAIL-10
DDC NO.
REV. NO.
LAYOUT AND DETAILS
SEE DETAIL-10
BOUNDARY WALL FOUNDATIONS 365
250
2085
365
250
2085
2700
365
250
1885
2700
CONSTRUCTION OF RIC S/S#2 380/115/33KV BSP
2500
RAS AL KHAIR IND. CITY
A SH-3
SECTION SCALE
1:20
B SH-3
SECTION SCALE
1:20
C
SECTION
-
SCALE
1:20
CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
SHEET NO.
425
CABLE TUNNEL
CO.
PC-2
PC-2
COR-1
CABLE TUNNEL
MATCH
2275
PC-2
ISOLATION JOINT
425
PC-2
13mm THK.
OUTER LINE (TYP)
(TYP.)
2700
PC-2
BOUNDARY WALL FOUNDATION
EL. -2.950
SAUDIELECTRI CI TY
A
of
DRAWING NUMBER
PLANT NO.
PC-1
TOF
SAUDI ARABIA
PLANT NO.
DRAWING NUMBER
T458
EA-271524
SHEET NO.
02 of 06
REV. NO.
A
SEC-A (2004/10)
DMS
VECTOR
SECA00
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
INDEX
N
AND
06
EA -271524
T458
02 JOB ORDER NO.
"A"
1. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN METERS UNLESS OTHERWISE NOTED.
THI S DRAW I NG
Q
027-T04
CONTRACT NO.
-
CONSENT OF I TS OW NER.
099-C02
NOTES
A
3250
3250 3250
NO
3250 3250 3250 3250 3250
( TORW= -0. 400)
3250
0.5
1
1.5
2
2.5m
SCALE :
1 : 25
GRAPHIC SCALE: 0
60305
3250
3250
1
2
3
4
5
10
20m
SCALE :
1 : 200
B SH2
Kingdom of Saudi Arabia
3250
3250
Royal Commission in Jubail
3250
AS-BUILT
BY
DATE
3250
45050
3250
3250
A
01.2014
DAR
DATE
BY
DETAIL DESIGN
3225
MATCH LINE "D"
COR-1
FOUNDATION
TPR
SKP
SKP
CHKD.
CERT.
APPD.
PC-2
25550
3250
LINE (TYP)
PC-2 BOUNDARY WALL
6050
OUTER
425
( TORW= -0. 200)
6600
3250
PC-2
D
PC-2 PROPERTY
DESCRIPTION
3250
2700
PC-2 2275
REV. NO.
3250
PC-2
3250
3250 3250
CC-1
(TYP.)
PC-2
MATCH LINE "C"
425
2700 13mm THK. ISOLATION JOINT
PC-2
PC-2
3250
OUTER LINE (TYP)
2800
6050
( TORW= -0. 050)
3250 2800
( TORW= -0. 250)
PC-2
PC-2
TOF
PC-2
FOUNDATION
PC-2 PC-2
EA- 271526
0
DRAWN BY
PTP/JJP
CHECKED BY
AS SHOWN
SCALE:
DATE COMPLETED
OPR'G. DEPT.
ENG. DEPT.
THIS DRAWING IS NOT TO BE USED FOR
PC-2
TPR
2013-12-10 DATE STARTED
MATCH LINE "F"
OUTER LINE (TYP)
APPROVAL/CERTIFICATION INFORMATION
CONSTRUCTION OR FOR ORDERING
2800
PC-2
425
SEE DETAIL-1 IN SH-05
EL. -2.790
3375
PC-2 3250
OUTER
2275 CAST IN SITE COLUMN
TOF BOUNDARY WALL
1500
OUTER LINE (TYP)
PC-2
8600
3250
FOUNDATION
3250
OUTER LINE (TYP)
BOUNDARY WALL
PC-2
3250
2700 8M WIDE
PC-2
3250
19050
FOUNDATION
PC-3
13mm THK
3250
3250 3250
PC-2
FOUNDATION OUTER LINE (TYP)
SLIDING GATE
BOUNDARY WALL
EA- 271624
LAYOUT AND DETAILS OF CABLE TUNNELS
Royal Commission for Jubail & Yanbu
JOINT TYP.
( TORW= +0. 100)
3250
3250
425
CC-1
BOUNDARY WALL
2700
PC-2
EA- 271623
SITE GRADING SECTIONS AND DETAILS
PC-3
25550
2275
2275
PC-2
2700
EA- 271622
SITE GRADING AND PAVING PLAN
EL. -2.890
PC-2 2700
PC-2
3250
3250
425
3250
3250
48875
FOUNDATION
PC-2
PC-2
EL. -3.175
LINE (TYP) PC-2
SUBSTATION LAYOUT
GRAPHIC SCALE:
BOUNDARY WALL
3250
OUTER
3250
3250
38550
PROPERTY
2275
PC-2
3250
425
EL. -2.890
TOF PC-2 3250
3250
913
PC-3
PC-2
3250
3250 3250
3250
3250 3250
PC-2
2275
PC-2
PC-2
TOF
PC-2 2700
39467
( TORW= +0. 100)
13mm THK.
OUTER LINE (TYP)
LINE (TYP)
TOF EL. -2.890
PC-2 PC-3
PTS- 11EN383
PROPERTY OUTER
PC-2
EE- 269164
SCOPE OF WORKS AND TECHNICAL SPECIFICATION
ISOLATION JOINT
PC-2
(TYP.)
DRAWING NO.
-
PC-2
ISOLATION JOINT
DRAWING TITLE
PC-2
PC-2
PC-2
REFERENCE DRAWINGS
913
JOINT TYP.
PC-2
13mm THK.
- THICK
1871 1845
2700
3250 3250 3250 3250
PC-2
PC-2
PC-2
PC-2
39913
PC-2
PC-2
6050
PC-2
D
D'
PC-3
PC-2
PC-2
3250
3250
3250 3250
3250
EL. -3.175
( TORW= -0. 150)
SH4
PC-2
TOF
3250
3250
3250
ISOLATION JOINT
-
- TYPICAL
THK
LINE (TYP)
DRAWING CONTROL SHEET
PC-2
PC-3
3250
13mm THK. (TYP.)
OUTER
-
3250
3250
913
3250
Z
PC-1
PC-2
D'
EL. -3.175
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
3250
3250 3250
3250 3250
60326
3250
PC-3
PC-2
PC-2
CC-2
(TYP.)
PC-2
TOF
3250
CC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
PC-2
13mm THK
PC-2
3250
PC-2
PC-2
PC-2
3250
SH4
SH4
PC-2
-
PC-3
( TORW= -0. 100)
Z
SH2
PC-2
3250
45500
3250 3250
PC-2
425
SEE DETAIL-3 IN SH-05
B
69288
3250
3250
PC-2
3250
3250
PC-2
PC-2
PC-2
3250
3250
3250
PC-2
3250
3250
PC-2
PC-2
PC-2
( TORW= -0. 200)
3250
3250
PC-2
PC-2
JOINT TYP.
3225
CAST IN SITE COLUMN
PC-2
PC-2 3250
3250
PC-2
13mm THK
3250
PC-2
3250
3250
3250
3250
3250
PC-2
PC-2
2775
TOF
PC-2
PC-2
PC-2
3600
59413
2700
PC-3
PC-2
3250 3250
3250
PC-2
PC-2
3375
CC-2
PC-2
PC-2
PC-2
3250
MATERIAL UNTIL CERTIFIED AND DATED
DDC NO.
REV. NO.
MATCH LINE "E"
LAYOUT AND DETAILS BOUNDARY WALL FOUNDATIONS
COR-2
CONSTRUCTION OF RIC S/S#2 380/115/33KV BSP BOUNDARY WALL FOUNDATION
BOUNDARY WALL FOUNDATION
BOUNDARY WALL FOUNDATION
BOUNDARY WALL FOUNDATION
BOUNDARY WALL FOUNDATION
BOUNDARY WALL FOUNDATION
PLAN "PART-5"
PLAN "PART-6"
PLAN "PART-7"
PLAN "PART-8"
PLAN "PART-9"
PLAN "PART-10"
SCALE
1:200
SCALE
1:200
SCALE
1:200
SCALE
1:200
SCALE
1:200
SCALE
1:200
RAS AL KHAIR IND. CITY CONTRACT NO.
JOB ORDER NO.
099-C02
027-T04
INDEX
Q
CO.
3250
913
3250
PC-3
JOINT TYP.
PC-2
- PRECAST COLUMN
TYP.
EL. -2.890
3250
3250
43547
37047
JOINT TYP.
- TOP OF FOUNDATION
PC
SAUDIELECTRI CI TY
3250
425
1800 1898 2250
PC-2 13mm THK
TOF
CC-3
PC-3 PC-2
3250
3250
913
13mm THK
3250
( TORW= +0. 300)
3250
3250 3250
PC-3
1500 PROPERTY
PC-2
PC-2
- ELEVATION
REPRODUCTI ON I N FULL OR I N PART SHALL BE OBTAI NED FROM
400 4300
35173 (TORW= -0.400)
PC-2 PC-2
THI S DOCUMENT W I THOUT THE W RI TTEN
( MI N. )
( MAX. )
250
300
600 VARI ES
( TORW= -0. 200)
3250 3250 3250
48750
3250
8M WIDE SLIDING GATE
300
CONSENT OF I TS OW NER.
450 3250 3250 3250
23200
3250
3250 3250
3250
MATCH LINE "G"
PC-2
PC-2
3250
3250
3250
PC-2
EL.
SEE DETAIL-2 IN SH-05
3250
3250
3250
3250
3250
PC-2
PC-2
PC-2
PC-3
LEGEND
1:20
SCALE
3250
3250
PC-2
PC-2
3250
TYPICAL SECTION FOR PEDESTAL
CAST IN SITE COLUMN
PC-2
3250
IN SHEET-02
PC-2
(TYP.)
PC-2
PC-2
3250
SEE DETAIL-10
PC-2
PC-2
3250
300 (TYP)
3250
2400
425
3250
PC-2
ISOLATION JOINT
BOF
PC-2
PC-2
PC-2
WITH BONDING AGENT (TYP.)
TOF
PC-2
PC-2
13mm THK.
CONSTRUCTION JOINT
B
PC-2
PC-2
COR-4
2286
3250
3250
PC-2
3250
EL. -2.890
1:25
2261
1500
3250
3250
PC-2
PC-3
3225
PEDESTAL REBAR
OF
SCALE
48750
3250
SECTION
PC-2
PC-2
913
3250
3250
3250 3250 3250
D' SH2
REFER DWG. NO: EA-271526
PC-2
45475
3250
3250
3250
( TORW= -0. 050) 53363
45500
3250
PC-2
PC-2
1500
TAR EPOXY (TYP.)
SH2 PC-2
PC-2 TOF FOR TUNNEL REBAR DETAILS,
BY
TWO (2) COATS OF COAL
PC-2
PC-2
45500
PC-2
NGL EA-271526
20/01/2014
PC-3
PC-3
TOC REFER DWG NO:
PC-2
CONSTRUCTION DATE
NGL EL. VARIES PEDESTAL
PC-2
( TORW= -0. 400)
425
PC-2
PC-2
LINE (TYP)
PC-2 2275
INFORMATION ONLY
TIES
2800
3250 3250 3250
913
56613
425
PC-2
APPROVAL
SAUDI ARABIA
PLANT NO.
DRAWING NUMBER
T458
EA-271524
SHEET NO.
03 of 06
REV. NO.
A
SEC-A (2004/10)
DMS
VECTOR
SECA00
THE I NFORMATI ON CONTAI NED HEREI N ARE THE SOLE PROPERTY
2275 PC-2 BASE COURSE
PC-2 2700
BASE DESIGN PEDESTAL
AND
EL. VARIES
PC-2
DAR ENGINEERING DRAWING/DOCUMENT ISSUED FOR
33863
3250
600
3250
ASPHALT
TOA
3250
TORW REFER PLAN
& FILLER BOARD PC-2
( TORW= +0. 100)
PC-2
3250
WITH SEALANT (UV RESISTANT)
ASPHALT
ENGINEERS & DESIGNERS
PC-2
PC-2
33863
PRECAST COLUMN
PC-2
( TORW= -0. 250)
3250
3250 3250
CONC. GUTTER TO BE FILLED
& FILLER BOARD
BASE COURSE
913
3250 3250
ISOLATION BET. ASPHALT &
PC-2
( TORW= -0. 525)
REV. NO.
26450
PC-2
850
BY PRECAST VENDOR (TYP.)
PC-2
62638
EL. -2.890
PC-2 75 THK. STRUCTURAL GROUT
WITH SEALANT (UV RESISTANT)
PC-2
TOF
3250
1:25
3250
PC-2
3250
SCALE
3250
SHEET NO.
450
450 3250 913
3250
SH2
3250
DRAWING NUMBER 3250
SECTION
913
A
of 03
D
3375
06
EA -271524
PLANT NO.
REFER DWG. NO: EA-271526 PC-3
PC-2
PROPERTY
CONC. GUTTER TO BE FILLED
913
T458
3250
PC-3
FOR TUNNEL REBAR DETAILS,
PC-2
425
ISOLATION BET. ASPHALT & TORW/TOP REFER PLAN
PC-2
PC-2
PC-3
BY PRECAST VENDOR (TYP.) PRECAST COLUMN
PC-3
PC-3
Z
MATCH LINE "F" PC-2
PC-2
EA-271526
3250
Q INDEX
6950
MATCH LINE "E"
PC-2
3250
450
JOB ORDER NO.
CONTRACT NO.
3250
1500
{12@200 O.C
75 THK. STRUCTURAL GROUT
PROPERTY LINE
NGL
TOC REFER DWG NO:
2.FOR OTHER NOTES, REFER SHEET-01.
OUTSIDE SUBSTATION
{16@125 O.C
MATCH LINE "D" BASE COURSE
PC-3
1. ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN METERS UNLESS OTHERWISE NOTED.
425
WITH NON-SHRINK GROUT)
PC-2
PC-2
425
INSIDE SUBSTATION
PURPOSE (TO BE FILLED
250
EL. VARIES
PC-2
PC-2
1500
20mm GAP FOR LEVELLING
ASPHALT TOA
MATCH LINE "C"
850
BOUNDARY WALL PANEL TORW REFER PLAN IN SH-2
3250
027-T04
099-C02
N
1500
NOTES
120mm THK. PRECAST
P.C.C FILL
& FILLER BOARD
THI S DRAW I NG
ISOLATION BET. ASPHALT & CONC. GUTTER TO BE FILLED WITH SEALANT (UV RESISTANT)