Method Statement For Civil Submittal.

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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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vendorAppoved Request vendor Approved Request

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!!!e MEITIOD STATEMENI FOR COAL TAR

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At-BABTAIN CONTRACTING COMPANY

TRANSIvIITTAL FORM contract No.:039402 Dare,0406-2014 Royal Commission ror Jubail and Yanbu Royal commission in Jubail

attn, Ur.s3ri!!|.]|:E4!

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Appli.alion to uso Sanitary Dump

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qEllgqslAlslBllaalaaEAa

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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,

Al-ElRTAlti

0--+.bJLrrl S-.5,i cor{lxtcu c c0[PtNY

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

E-oo^t

Ivre hod sraremenrroraoi Uasts and Sub Base malera

b.arc Cond!r

r,.q

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cvnr ,n pan nq E;o,/

aoon.g Farse ce

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gglvFtRMAT|ON OF INSTRUCTIONS TO OPERATIVES iho59Nameli*€dbebw.oiol.tied

l

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)

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