method statement for civil submittal

i:,r9 L-i.lJ 0!-+5?L+Jl {l}i:,AI.-BABTAIN CONTRACTING COMPANY

TRANSIVIITTAL FORIVI

Conlract No.: 099-C02

Attn: M..saiiadA.LodhiFaciliry contEcts Sup. isor

trTtrtrtr

trItrtrtr

vendorAppoved Request

vendor Approved Request Tl /Tarex .pplication, water and Excavarion

Application ro use Sanirary Dump

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!!!eMEITIOD STATEMENI FOR COAL TAR

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TRANSIvIITTAL FORMcontract No.:039402

Dare,0406-2014

Royal Commission ror Jubail and Yanbu

Royal commission in Jubail

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

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vend6r approv6d Request

vendor APProved R.quest Ter. /ra 6x .ppric.tion, wator and Excavarion

Appli.alion to uso Sanitary Dump

o1h.rs: qEllgqslAlslBllaalaaEAa

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EPOXY, BASE AND SUB BASEN4ATER AL GYPSUTT.I BOARO, CoNDUIIFIXING PA NTING EPOXY FLOOR]NG,

FAISFCFILING

CONTRACT NO:099-C02EPC OF PRIMARY ELECTRICAL

SUBSTATION #2 - SOUTH380i,I15/33KV IN RAS.AL KHAIRMETHOD STATEMENT FOR COAL TAR

!!,rL&,! 0--+.bJLrrl S-.5,iAl-ElRTAlti cor{lxtcu c c0[PtNY

METHOD STATEMENT FOR COAL TAR EPOXY BASEAND SUB BASE MATERIAL. GYPSUM BOARD

CONDUIT FIXING PAINTING. EPOXY FLOORINGFALSE CEILING

Do.trment Release & Change HhtorI

RISKASSESSMENT

Corduit Fixins

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CONTRACT NO 099 CO2EPC OF PRIMARY ELECTRICAL

SUBSTAIION #2 . SOUTH

Ivre hod sraremenrroraoi E-oo^tUasts and Sub Base malera cvnr ,nb.arc Cond!r r,.q pan nq E;o,/

aoon.g Farse ce ,na

EUeL-ii,ru (r-J,rLtj i-l!iIt..8l8TAl @lTFlmrc coilIA Y

gglvFtRMAT|ON OF INSTRUCTIONS TO OPERATIVES

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DRAWINGS

LEGEND

VECTOR

--

ofof

QQEA

EA

DMS

A

26-03-2014

A

A DAR SSV SKP

GENERAL NOTES FOR CIVIL WORKS EA- 271512

EA- 271571

BUILDING ELEVATIONS EA- 271573

BUILDING SECTIONS & WALL SECTIONS EA- 271574

SCOPE OF WORKS AND TECHNICAL SPECIFICATION

-

AS SHOWN

ROOF PLAN & DETAILS EA- 271572

LAYOUT AND DETAILS OF STAIRCASE EA- 271575

DOOR, WINDOW & FINISHING SCHEDULE EA- 271576

R.I.C 380/115/33kV SUBSTATION - 2

RAS AL KHAIR

PTS- 11EN383

EE-269164

271426271426

T458T458

EA- 269364

0 0.5 1

GRAPHIC SCALE:

SCALE : 1 : 125

10m2 3 4 5 6 7 8 9

027-T04027-T04

099-C02099-C02

CONTRACT NO.

CONTRACT NO.

Royal Commission for Jubail & Yanbu

Royal Commission in Jubail

Kingdom of Saudi ArabiaRoyal Commission for Jubail & Yanbu


Kingdom of Saudi Arabia

380KV GIS BUILDING

GROUND FLOOR - PLAN, SECTION & DETAILS

- RC WALL

02

01

02

01

MA

TC

H

LIN

EM

AT

CH

LIN

EM

AT

CH

LIN

E

MA

TC

H

LIN

EM

AT

CH

LIN

EM

AT

CH

LIN

E

FOUNDATION PLAN, SECTION AND DETAILS

JJP SSV

04-2014

EA- 271570CABLE TUNNEL PLAN & DETAILS

METERS UNLESS OTHERWISE NOTED.ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN1.

3.BE 420.0 MPa.MINIMUM YIELD STRENGTH OF REINFORCEMENT STEEL SHALL

2.

4.

0.60mm (MINIMUM).TOTAL DRY FILM THICKNESS SHALL NOT BE LESS THANCOATING APPLICATION), SPECIFIED BY THE MANUFACTURER. THEAPPLIED WITHIN THE TIME INTERVAL (BETWEEN SUCCESSIVEDAYS OF CONCRETE PLACEMENT. THE SECOND COAT SHALL BETWO (2) COATS OF COAL TAR EPOXY AFTER THIRTY FIVE (35)BELOW GRADE SURFACES OF CONCRETE SHALL BE COATED WITH

5.

BOTTOM LAYER SHALL BE 700 MICRONS DFT ALIPHATIC.SHALL CONSIST OF TOP 300 MICRONS DFT AROMATIC ANDSUITABLY SELECTED FOR CONCRETE SURFACES. THE PU COATINGELASTOMERIC COATING SHALL BE 1mm. THE PRIMER SHALL BEEPOXY COATING. THE MINIMUM DRY FILM THICKNESS OFBELOW GRADE AFTER CURING OF FIRST COAT OF COAL TARCOATING APPLICATION SHALL EXTEND CONTINUOUSLY 500mmPOLYURETHANE WATERPROOFING MATERIAL. THESURFACES (ABOVE GRADE) SHALL BE COATED WITHSEVERE EXPOSURE CONCRETE, ALL EXPOSED CONCRETEAFTER A MINIMUM OF 35 DAYS OF CONCRETE PLACEMENT FOR

6.

7.BARS SHALL BE LAPPED NEAR MID SPAN.THE TOP BARS SHALL BE LAPPED NEAR COLUMNS AND BOTTOM

NOT BE LESS THAN 1 mm (MINIMUM).MANUFACTURER. THE TOTAL WET FILM THICKNESS SHALLSUCCESSIVE COATING APPLICATION), SPECIFIED BY THESHALL BE APPLIED WITHIN THE TIME INTERVAL (BETWEENPLACEMENT. THE SECOND COAT OF ELASTOMERIC MEMBRANEMEMBRANE AFTER THIRTY FIVE (35) DAYS OF CONCRETETWO (2) COATS OF ELASTOMERIC CEMENTITIOUS IMPERMEABLEALL INTERIOR SURFACES OF CONCRETE SHALL BE PAINTED OVER

8.

SHALL ALSO BE GROUNDED.POINT EARTH BONDING. THE STEEL GRATING OVER THE SUMP PITGRID AT TWO DIAGONALLY OPPOSITE POINTS TO ACHIEVE TWOTHE REINFORCEMENT BAR SHALL BE CONNECTED TO MAIN EARTH

9.

SURFACE AND APPLYING WITH THE CONCRETE BONDING AGENT.CONCRETE SHALL BE PREPARED PROPERLY BY ROUGHENING THEBEFORE THE APPLICATION OF SCREED CONCRETE, THE RAFT

ENGINEERS & DESIGNERS

DRAWING/DOCUMENT ISSUED FOR

BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

21/04/2014

DETAIL DESIGN

- ELEVATIONEL.

TOC - TOP OF CONCRETE

THK. - THICK

RC - REINFORCED CONCRETE

TYP. - TYPICAL

O.C - ON CENTER

DP-1 - DOOR POST

T - TOP BAR

B - BOTTOM BAR

CMU - CONCRETE MASONARY UNIT

N

-

EQUIPMENT LAYOUT PLAN - 380kV GIS BUILDING

TYPE OF CONCRETE fc'=38 MPa.SPECIFICATIONS 71-SMSS-5 (REV. 4). FOR SEVERE EXPOSUREBE AS PER REQUIREMENTS OF SEC-EOA MATERIAL STANDARDMINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA

DRAWING CONTROL SHEET

DRAWING TITLE DRAWING NO.

NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.

MATERIAL UNTIL CERTIFIED AND DATED

CONSTRUCTION OR FOR ORDERING

THIS DRAWING IS NOT TO BE USED FOR

DATEBY

CERTIFIED

JOB ORDER NO. INDEX PLANT NO. REV. NO.DRAWING NUMBER SHEET NO.JOB ORDER NO.INDEXPLANT NO.REV. NO. DRAWING NUMBERSHEET NO.

SECA00

SEC-A (2004/10)

137230

60006000600060006000600055005000

137230

16 17 18 19 20 21 22 23 24 25 26 27 28 29

17

30

5

A

B

C

D

E

C'

16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

30

F

G

26'

37

40

14

60

55

00

59

50

30

70

25

85

57

00

33

15

25

0

5000

ISOLATION JOINT

13mm WIDE

45802000

4610 2000

EL. -4.400 (TOC) EL. -3.200 (TOC)

RC WALL (TYP)250mm THICK.


(TY

P.)

50

0

4200 300x7 4200300x7 1600300x7 3100 300x7

(TY

P.)

50

0

10004580 1000 5200

(TYP.)500

GRATING COVER (TYP.)WITH REMOVABLE TYPE

900x900x750 SUMP PIT



(TY

P.)

50

0

EL. -2.950 (TOC)

EL. -2.950 (TOC)EL. -2.950 (TOC)

EL. -2.950 (TOC)

EL. -4.400 (TOC)

420

420

DP1DP1

DP1

CABLE TUNNEL

CABLE TUNNEL

CABLE TUNNEL

CABLE TUNNEL

EL. -3.200 (TOC)

DP1 DP1

(TY

P.)

30

0

(TY

P.)

30

0

RAMP

STEPS

RAMP

STEPS

RAMP

RAMP

31

31

5000450562006110460090060004000540060005580

50005000450562006110550060004000540060005580

TY

P.

14

60

TY

P.

14

60

TY

P.

14

60

TY

P.

14

60

30002500

1000

2000

16' 17'

RAMP

STEPS

RAMP

STEPS

RAMP

RAMP

6000600026003400350025006000600055005000

EL. -4.400 (TOC)

EL. -3.200 (TOC)

{12 @ 400 O.C (TYP.)DOWELS FOR CMU WALL{12 @ 150 O.C

DOWELS FOR STAIR-3EL. -4.400 (TOC){12 @ 150 O.C

DOWELS FOR STAIR-2

{12 @ 400 O.C (TYP.)DOWELS FOR CMU WALL

EL. -2.950 (TOC)

{12 @ 150 O.CDOWELS FOR STAIR-5




CABLE TUNNEL5m WIDE

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

(TYP)800

{16 @ 150 O.C(B){16 @ 150 O.C(T)

{16 @ 150 O.C(B){16 @ 150 O.C(T)

450mm THK. RAFT

CABLE TUNNEL5m WIDE

CABLE TUNNEL5m WIDE

1500 1500

2200 1605

SH2

B

A

SH2

SH2

C

F1

F1

1350 1150

2500

25

0012

50

12

50

1300 1200

2500

25

00 13

00

12

0025

00 13

50

115

0

12001300

2500

EL. -3.200 (TOC)

EL. -3.200 (TOC)

SH2

D

E

SH2

(TY

P.)

16

00

BOTHWAYS (TYP.){16 @ 125 O.C (BOTTOM)ADDITIONAL REINFORCEMENT

{16@200 O.C (T) (TYP.){16@200 O.C (B) (TYP.)

{16@200 O.C (T) (TYP.){16@200 O.C (B) (TYP.)

F1

(TYP.)1700

H

SH2

1360

1460 1560

1260 1820

1700 1700

16

00

18

00

18

00

16

00

17001700

137230

60006000600060006000600055005000

137230

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16

A

B

C

D

E

17

30

5

21 3 4 5 6 7 8 9 10 11 12 13 14 15 16

F

G

37

40

14

60

55

00

59

50

56

55

57

00

33

15

25

0

8'

50004200160027004800400048004000400050005000

3000

4000

5000

EL. -2.950 (TOC)

EL. -3.200 (TOC)

EL. -3.2

00 (T

OC)



(TY

P.)

50

0

2500300x7 4200 300x7

(TYP.)500

(TY

P.)

50

0

30002000



(TY

P.)

50

0

(TYP.)500

(TYP.)300

50

00

55

04

00

CABLE TUNNEL5M WIDE

1700

EL. -2.950 (TOC)

EL. -2.950 (TOC)

420

420

DP1

DP1 DP1

GRATING COVER (TYP.)PIT WITH REMOVABLE TYPE600x600x750 COLLECTING

ISOLATION JOINT

13mm WIDE

DP1

(TY

P.)

30

0

(TY

P.)

30

0

(TYP.)500

(TYP.)5000

TY

P.

14

60

1000

TY

P.

14

60

2000

16'

RAMP

STEPS

RAMP

6000600026003400350025006000600055005000

RAMP

STEPS

RAMP

STEPS

RAMP

RAMP

2200300x7

EL. -4.400 (TOC)

3' 5'

500042004300480040003000180040001100290050005000


EL. -4.400 (TOC)




EL. -2.950 (TOC)



{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

CABLE TUNNEL5m WIDE

(TYP)800

(TYP)800

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

(TY

P)

80

0

(TY

P)

80

0

{16 @ 150 O.C(B){16 @ 150 O.C(T)

450mm THK. RAFT

CABLE TUNNEL5m WIDE

CABLE TUNNEL5m WIDE

1500 1500

1700

SH2

F

BOTHWAYS (TYP.){16 @ 125 O.C (BOTTOM)

ADDITIONAL REINFORCEMENT

(TY

P.)

18

00

(TYP.)1700

SH2

G

16

60

1460

1260 1240

DN

DN

1500

(SLOPE)500

SH2

J

EL. -2.950 (TOC)

EL. -3.200 (TOC)

LEGEND

VECTOR

--

ofof

QQEA

EA

DMS

A

26-03-2014

A

A DETAIL DESIGN DAR SSV SKP


EA- 271571

BUILDING ELEVATIONS EA- 271573



-

AS SHOWN

ROOF PLAN & DETAILS EA- 271572


DOOR, WINDOW & FINISHING SCHEDULE EA- 271576


RAS AL KHAIR

PTS- 11EN383

EE-269164

271426271426

T458T458

-

EA- 269364

027-T04027-T04

099-C02099-C02

CONTRACT NO.

CONTRACT NO.






380KV GIS BUILDING

GROUND FLOOR - PLAN, SECTION & DETAILS

- ELEVATIONEL.


TOA

THK. - THICK


02

02

02

02


JJP SSV

04-2014

EA- 271570CABLE TUNNEL PLAN & DETAILS


2.



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

21/04/2014

16 17 18

(STEPS) (STEPS)

15

0x8

15

0x8

EL. +0.300

TOC

EL. -4.400

TOR

EL. -4.850

BOR

16' 17'

{10 NOSING BAR

{10 @ 300 O.C

2600340035002500

2100114002100

{10 NOSING BAR

{10 @ 300 O.C

{16 @ 150 O.C{16 @ 150 O.C

EL. -3.200

TOR

CABLE TUNNEL

SEE DETAIL-1

SCALE

BSH1 1:50

30

0

(TYP.)SITE REQUIREMENTSCHAIR BARS AS PER

250

{16 @ 150 O.C

{16 @ 150 O.C

DWG NO. EA-271435

FOR DETAIL REFER

{12@250 O.C

45

0

{16 @ 150 O.C

{16 @ 150 O.C

SCALE

CSH1 1:15

TOR

BOR

(TY

P.)

75

EL.-3.650

BOF

EL.-3.200

TOF

20

0~

2500

(TY

P)

15

0

50

0

600

{16 @ 200 O.C{16 @ 200 O.C

(TYP.)COAL TAR EPOXY

TWO (2) COATS OF

GROUND GRID

MAIN BURIED

REBARS

WELDED TO COLUMN

GROUND REBARS

45

0

COVER (TYP)75mm CLEAR

(TYP.)SITE REQUIREMENTSCHAIR BAR AS PER

BONDING AGENT (TYP.)WITH APPROVED

CONSTRUCTION JOINT

950600950

{16 @ 200 O.C{16 @ 200 O.C

SEE DETAIL-2

SCALE

DSH1 1:25

GRID

EL. VARIES

TOA

REFER DWG. NO: EA-271427 (TYP.)FOR COLUMN REINF. DETAIL,

TYP.

500

750 400 900 750

75

04

50

45

07

50

EL. -3.400

BOR

EL. -4.150

BOR

45

SCALE

ESH1 1:25

{16 @ 150 O.C{16 @ 150 O.C

SEE DETAIL-1

EL.-2.950

TOREL.-2.950

TOR

EL.-3.700

BOR

(TYP.)TUNNEL WALL250mm THK.

{16 @ 125 O.C

{12 @ 200 O.C

{16 @ 200 O.C

{12 @ 200 O.C{16 @ 150 O.C

{16 @ 150 O.C

{16 @ 150 O.C{16 @ 150 O.C

SLOPE

B

500300

800

500

45

0

SEE DETAIL-1

EL. -3.200 (TOR)

EL. -3.650 (BOR)

{12 @ 200 O.C

{16 @ 125 O.C

{12 @ 200 O.C

{16 @ 200 O.C

SCALE

FSH1 1:25

CABLE TUNNEL

5M WIDE

SECTION

SECTION

SECTION

SECTION

SECTION

DEPTH VARIES

DRAINAGE CHANNEL

100mm WIDE

75

0 (T

YP.)

SCALE

4-{16

4-{16

20

0

200

1:10

RAFT

{10 @ 200 O.C

{10 @ 200 O.C

EL. -3.200 (TOR)EL. -4.400 (TOR)

200

DOOR POST (TYP.)

SCALE

1 -

75mm THK. LEAN CONCRETE

50mm THK. SCREED

CONFORMING TO ASTM D1557

MINIMUM OF 95% PROCTOR DENSITY

SUB-GRADE COMPACTED TO A

SCALE

2 - NTS

DETAILNTS

DETAIL

WATERPROOFING MEMBRANE

TWO (2) LAYERS OF 4mm THK.

POLYETHYLENE VAPOR BARRIER

TWO (2) LAYERS OF 6 MIL

INNER FACE

OUTER FACE

WALLCONCRETE

25

0

75

50

25

6

3 - SCALE NTS

DETAIL

250

600

30

06

00

EL. +0.300

TOC

25

0

4SCALE

DETAIL-

(TY

P)

75

SEE DETAIL-1

250

5012575

5075

15

050

75

30

07

5

45

0

400 40025

025

0

1:10

15mm THK. PROTECTION BOARDWATERPROOFING MEMBRANE WITH


FILTER BOARDWOODEN STRIP OR

(UV RESISTANT)POLYSULPHIDE SEALANT

EXPANSION BOLT @ 300 O.C

FLASHING

1mm THK. ALUMINIUM

POLYSULPHIDE (UV RESISTANT)WITH APPROVED SEALANT

20x20 GROOVE TO BE FILLED

BOARD (TYP.)WITH 15mm THK. PROTECTION


(2) TWO LAYERS OF 4mm THK.

15

0 (T

YP.)




CEMENT AND SAND MORTAR (TYP.)FILLET/CANT STRIP 50x50

20x20 (TYP.)CHAMFERED EDGE

{16 @ 150 O.C

SEE DETAIL-4 (TYP.)200mm WIDE WATER STOP

CONSTRUCTION JOINT WITH

0 0.5 1

GRAPHIC SCALE:

SCALE : 1 : 25

2.5m21.5

0 0.5 1 2 3 4

GRAPHIC SCALE:

SCALE :

5m

1 : 50

0

GRAPHIC SCALE:

SCALE :

1 1.5m0.50.1

1 : 15

0

GRAPHIC SCALE:

SCALE :

1m0.50.1

1 : 10

(TY

P.)

75

(TYP.)600

{16 @ 150 O.C{16 @ 150 O.C

RC SLAB

TYP. - TYPICAL

- TOP OF ASPHALT

O.C - ON CENTER

TOR - TOP OF RAFT

BOR - BOTTOM OF RAFT

TOF - TOP OF FOOTING

BOF - BOTTOM OF FOOTING

REINF. - REINFORCEMENT

DP-1 - DOOR POST

17305

5200 1460 5500 5950 5655 5700 3315

G F E D C B A

30

00

42

00

30

00

23

52

23

48

5000 5000

5000

EL. +0.300TOC

EL. VARIESTOA

EL. -2.950TOR

EL. -3.400BOR

EL. +0.300TOC

EL. VARIESTOA

EL. -4.400TOR

EL. -4.850BOR

EL. -3.200TOR

EL. -3.650BOC

EL. +0.300TOC

SLAB (TYP.)250mm THICK

EL. +0.300TOC

EL. +0.300TOC

SEE DETAIL-1

SEE DETAIL-1

SEE DETAIL-1

(TYP.)ISOLATION JOINT13mm WIDE

SEE DETAIL-2

EL. -2.052TOC

(TYP.)500

(TYP.)500

(TYP.)500

(TYP.)500

CABLE TUNNEL

CABLE TUNNELRC WALL (TYP.)250mm THK

CABLE TUNNEL5M WIDE

RC WALL (TYP.)250mm THK

SCALE

ASH1 1:50

SECTION

{16 @ 125 O.C

{12 @ 200 O.C

{16 @ 200 O.C

{12 @ 200 O.C

{16 @ 150 O.C{16 @ 150 O.C

{16 @ 125 O.C

{12 @ 200 O.C{12 @ 200 O.C

{16 @ 200 O.C{16 @ 200 O.C

{12 @ 200 O.C

{16 @ 125 O.C

{12 @ 200 O.C{16 @ 200 O.C

{12 @ 200 O.C

{16 @ 125 O.C

{12 @ 200 O.C

{16 @ 150 O.C{16 @ 150 O.C

SEE DETAIL-3

SCALE

GSH1

SECTION

DOOR POST (DP-1)TYPICAL DETAIL OF

EQUIPMENT LAYOUT PLAN - 380kV GIS BUILDING

75

04

50

45

07

50

EL. -3.400

BOR

EL. -4.150

BOR

45

SCALE

HSH1 1:25

SEE DETAIL-1

EL.-2.950

TOR

EL.-3.700

BOR

{16 @ 150 O.C

{16 @ 150 O.C

{16 @ 150 O.C{16 @ 150 O.C

SECTION

750 400 600 400 750

{16 @ 150 O.C

{16 @ 150 O.C

1:25

{16 @ 150 O.C

{16 @ 150 O.C


BONDING AGENT (TYP.)WITH APPROVEDCONSTRUCTION JOINT

TOR

BOR

B

(TY

P.)

15

0

(TYP.)750

ST

AIR

CA

SE-5

STAIRCASE-2

REFER DWG. NO: EA-271433FOR SLAB REBAR DETAILS,

DWG EA-271427 (TYP.)DETAIL REFER TOFOR COLUMN REINF.

(TYP.)ISOLATION JOINT

13mm WIDE

RC WALL (TYP.)250mm THK

E

(TYP.)500

SLAB ON GRADE300mm THICK

1000 800

1800

{16 @ 150 O.C

{16 @ 150 O.C

200600

TYPICAL CONTROL JOINT DETAIL FOR WALLSSCALE 1:10

SCALE

JSH1

SECTION1:25

{16 @ 125 O.C

SHEAR WALL (TYP.)DOWEL BAR FOR{16 @ 200 O.C

(TY

P.)

10

00

300500

TOR

BOR

EL. VARIES

TOA

SEALANT OR JOINT FILLER AS PER TCS-Q-113.03CONTROL JOINT TO BE FILLED WITH APPROVED

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

BAR (TYP.){20mm DOWEL

JOINT

CONSTRUCTION

PVC WATER STOP

200mm WIDE

(TYP.)400

400400

FOR OTHER NOTES, REFER SHEET-01.

{12 @ 200 O.C {12 @ 200 O.C

{16 @ 200 O.C

CONFORMING TO ASTM D1557MINIMUM OF 95% PROCTOR DENSITYSUB-GRADE COMPACTED TO A

CONCRETE75mm THK. LEAN

VAPOR BARRIER150 MICRON POLYETHYLENETWO (2) LAYERS OF

RC SLAB DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.




DATEBY

CERTIFIED


SECA00

SEC-A (2004/10)

800

500300

{16

@ 2

00

T

{16

@ 2

00

B

{16 @ 200 T

{16 @ 200 B

210210

14

07

07

014

0

JOINT10mm ISOLATION

(185 Sq.mm) CABLEMAIN EARTH GRID

EXOTHERMICALLY WELDED (TYP)120 Sq.mm BARE CU CABLE

LEGEND

VECTOR

--

ofof

QQ

EA

271440

EA 271440

DMS

T458

T458

2014-03-14

EE- 269164

AS SHOWN

A DAR SKPSKP03.2014

A

A

RAS AL KHAIR IND. CITY

CONSTRUCTION OF RIC S/S#2 380/115/33KV BSP

SCOPE OF WORKS AND TECHNICAL SPECIFICATION PTS- 11EN383

027-T04027-T04

099-C02099-C02

CONTRACT NO.

CONTRACT NO.






CM SKP

EA- 271623SITE GRADING AND PAVING PLAN

DETAIL DESIGN

EA- 269357OVERALL EQUIPMENT LAYOUT PLAN

VENDOR DRAWING CEB-13040N

METERS UNLESS OTHERWISE NOTED.ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN

FOR ALL BOTTOM FOUNDATIONS AND SLABS ON GROUND.A MINIMUM OF 75mm THk. LEAN CONCRETE SHALL BE PROVIDED

MESH OF REBARS.SUITABLE REBAR CHAIRS SHALL BE PROVIDED TO SUPPORT TOP

POINT EARTH BONDING.GRID AT TWO DIAGONALLY OPPOSITE POINTS TO ACHIEVE TWOTHE REINFORCEMENT BAR SHALL BE CONNECTED TO MAIN EARTH

BE SUITABLY SELECTED FOR CONCRETE SURFACES.INTERFACE POINT OVER THE STEEL MEMBERS. THE PRIMER SHALLBE COATED AND THE COATING SHALL EXTEND 300mm ABOVE THECOATING. THE INTERFACE OF CONCRETE AND STEEL SHALL ALSOBELOW GRADE AFTER CURING OF FIRST COAT OF COAL TAR EPOXYTHE COATING APPLICATION SHALL EXTEND CONTINUOUSLY 300mmCONSIST OF AROMATIC (600 MICRONS) & ALIPHATIC (400 MICRONS).AN ELASTOMERIC POLYURETHANE MATERIAL. COATING SHALLCOATED AFTER THIRTY-FIVE DAYS OF CONCRETE PLACEMENT WITHALL EXPOSED CONCRETE SURFACES (ABOVE GRADE) SHALL BE

2.

3.

4.

5.

6.

7.

8.

DIAMETER.THE TIE WIRES SHALL HAVE TWO (2) WIRES OF MINIMUM 1.5mm 10.

11.

12.

TO 1.5m AS PER TCS-Q-110.03.DURING CONCRETING, FALL OF CONCRETE SHALL BE RESTRICTED

PER 70-TMSS-03 AND TCS-Q-110.02.CONCRETE SHALL BE TESTED FOR CHLORIDE PERMEABILITY AS

LEAST 300mm OF STEEL SUPPORT STRUCTURE.GROUT, BASE PLATES AND EXPOSED ANCHOR BOLTS AND AT COATED WITH PU COATING. THE PU COATING SHALL COVER THE EXPOSED FOUNDATION, ANCHOR BOLTS, & BASE PLATE SHALL BE 13.

(20mm X 20mm).THE EDGES OF EXPOSED CONCRETE SHALL BE CHAMFERED

BE ADDED TO PROVIDE UNIFORMLY CREAMY CONSISTENCY.BONDING AGENT SHALL BE CEMENT BASED SYSTEM WATER SHALL

14.

15.

9.

CONCRETE f'c=38 MPa.SPECIFICATIONS 70-TMSS-03. FOR SEVERE EXPOSURE TYPE OFBE AS PER REQUIREMENTS OF SEC-EOA MATERIAL STANDARDMINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL

PVC SPACERS AT NOT MORE THAN 1.5m SPACING.THE CONCRETE COVER SHALL BE OBTAINED WITH THE HELP OFMINIMUM CLEAR COVER TO REINFORCEMENT SHALL BE 75+10mm,

16.PREVENT WATER ACCUMULATION AT THE BASE PLATE.EXPOSED TOP PORTION OF PEDESTAL SHALL BE SLOPED TO

THICKNESS SHALL NOT BE LESS THAN 0.60 mm (MINIMUM).SPECIFIED BY THE MANUFACTURER. THE TOTAL DRY FILMTOTALLY DRY (BETWEEN SUCCESSIVE COATING APPLICATION),WITHIN THE TIME INTERVAL ie WHEN THE CONCRETE SURFACE ISTOTALLY DRY. THE SECOND COAT SHALL BE APPLIEDOF CONCRETE PLACEMENT i.e WHEN THE CONCRETE SURFACE ISTWO(2) COATS OF COAL TAR EPOXY AFTER THIRTY-FIVE DAYSBELOW GRADE SURFACES OF CONCRETE SHALL BE COATED WITH

17.

IN TCS-Q-113.03 SHALL BE FOLLOWED STRICTLY.RECOMMENDATION OF 70-TMSS-03 AND METHOD AS RECOMMENDEDCURING SHALL BE CONTINUOUS FOR 21 DAYS AS PER THE

1.

MINIMUM YIELD STRESS OF REINFORCEMENT SHALL BE 420.0 MPa.

OF COMPACTION SHALL BE AS PER TCS-Q-113.02.COMPACTION TEST SHALL BE PERFORMED IN LAYERS AND DEGREE18.

19.

20.

WITH TWO (2) COATS OF COAL TAR EPOXY AND MASTIC TAPED.GRID AT MINIMUM TWO POINTS. ALL THERMOWELD SHALL BE COATEDTWO POINTS. REBARS SHALL BE CONNECTED TO MAIN GROUNDINGANCHOR BOLTS SHALL BE THERMOWELDED TO REBARS AT MINIMUM

21.

22.

COMPENSATED.BE NON-SHRINK, NON-METALLIC, CHLORIDE FREE AND SHRINKAGE NON-SHRINK GROUT SHALL COMPLY ASTM C1107. GROUT SHALL

SHALL BE 60 MPa.COMPRESSIVE STRENGTH OF NON-SHRINK GROUT AT 28 DAYS

23.

24.

REQUIREMENTS.ANCHOR BOLTS SHALL BE HOT-DIP GALVANIZED AS PER 01-TMSS-01

HEX AS PER ASTM A194.SHALL BE UNC STANDARD CLASS 2A FIT. NUTS SHALL BE HEAVYANCHOR BOLTS SHALL CONFORM TO ASTM A307 CLASS-A. THREADS



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

24/03/2014

HH-9

HH-10

HH-8

1:150SCALE

LAYOUT OF CAPACITOR BANK AND REACTORS

BULIDING33kV SWITCHGEAR

|

OF

RE

AC

TO

R

|

OF

RE

AC

TO

R

| OF CAPACITOR BANK-3



DU

CT

BA

NK

DUCTBANK

CA

BL

E

TR

EN

CH

30

00

30

00

30

00

30

00

30

00

30

00

16

50

016

50

0

N

0 0.5 1

GRAPHIC SCALE:

SCALE : 1 : 150

2 3 4 5 10 15m

BA

NK

|

CA

PA

CIT

OR

A B

5

4

3

1

2

10000

6

DWG NO: EA-269344

FENCE DETAIL REFER

9290 2595 3479.5 2464

25.

+0.00 ie, 7.597=+0.00 LEVEL

BE KEPT 2.00m ABOVE THE NGL AND SAME IS DEFINED AS

MEAN SEA LEVEL CROWN ELEVATION OF THE SUBSTATION SHALL

AVERAGE NATURAL GRADE (NGL) LEVEL +5.597 WITH RESPECT TO

-

1

H

F1

F1

F1

F1

F1

F1 F1

F1

F1

F1

F1

F1

= =

2400

= =

24

00

| OFFOUNDATION

-

A

| OFFOUNDATION

BOC (-)1.900

TOC (-)1.500

B

-

700

DWG. CA-267402DETAILS REFER

FOR BASE PLATE

25mm GROUTING

SEE DETAIL-1

CONSTRUCTION JOINT

250 C/C TIES{10mm @

25

25

SCALE

A -

SECTION1:15

850700850

2400

20

0

300300

140420140

700

12

00

12

00

24

00

12001200

2400

85

07

00

85

0

850700850

70

0

35

03

50

SLAB ON GRADE 150mm THK.

15

0

COVER

75mm CLEAR

WITH REGULAR HEX HEAD 8-DIA25 HEADED ANCHOR BOLTS

SCALE

ISOLATED FOUNDATION - F11:15

BOBP (+)0.300

{16 @ 200 C/C

{16 @ 200 C/C

8-{20 (VERTICAL)

30

016

00

40

0

700

250 C/C TIES{10mm @

70

0

SCALE

B -

SECTION1:10

RC SLAB

1SCALE N.T.SDETAIL

-

POLYETHYLENE VAPOUR BARRIERTWO (02) LAYERS OF 150 MICRON


COMPACTED SOIL

8-{20 (VERTICAL)

350350

LAYOUT AND DETAILS OF CAPACITOR

BANK SHED FOUNDATIONS

EL. - ELEVATION

TYP. - TYPICAL

FFL - FINISHED FLOOR LEVEL


T/B - TOP AND BOTTOM

- THICKNESS

TOA - TOP OF ASPHALT

THK.TOP - TOP OF PEDESTAL

C/C - CENTER TO CENTER

- CENTER LINE

BOC - BOTTOM OF CONCRETE

TOGS - TOP OF GRADE SLAB

CL

BOBP - BOTTOM OF BASE PLATE

0

GRAPHIC SCALE:

SCALE :

1 1.5m0.50.1

1 : 15

10

00

76

513

5

{25 ANCHOR BOLT

NUT OF ASTM A563MTHREADING TO SUIT M25

ANSI B18.2.4.6MDIM. AS PERAS PER ASTM A563M3 NOS. M25 NUTS

BASE PLATE

SCALE 1:10

ANCHOR BOLT DETAIL (M25)

(TOC)

375

=3d

R

GROUT

AS PER F436M TYPE-1PLAIN WASHER FOR M25 BOLT

10

0

PERFORMED USING E-70XX ELECTRODES.WELDING SHALL CONFIRM TO TES-W-109.01. WELDING SHALL BE

EA- 271529

EA- 269344

LAYOUT & DETAILS OF 33kV CAPACITOR BANK & REACTOR FOUNDATIONS

LAYOUT & DETAILS - CAPACITOR BANK AND REACTOR FENCE

(MIN.)

+0.000TOGS

_

SLOPE

SLOPE

SLOPE

23500107101462

49

85

EL.+0.000TOGS

_

TIE (TYP.)ADDITIONAL3-NOS {10

COAL TAR EPOXYTWO (02) COATS OF

30

02

00

55

00

60

00

10

50

06

00

010

50

06

00

05

50

0

+0.000TOGS

_

+0.000TOGS

_

12700

87

00

12700

87

00

(TYP)SLAB ON GRADE

150mm THK.

87

00

415

0

936012700

{10 @ 200 C/C

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.





SECA00

SEC-A (2004/10)

VECTOR

--

ofof

QQEA

EA

DMS


SCALE 1:125

A

15-04-2014

A


EA- 271591



SUBSTATION LAYOUT EA- 271622

AS SHOWN


N

1


RAS AL KHAIR

PTS- 11EN383

EE-269164

271473271473

T458T458

CONTROL BUILDING

SITE GRADING AND PAVING PLAN EA- 271623

47304730475050655065510051005005

2 3 4 5 6 7 8 9 10

520

11 12 13 14 15 16 17 1810'

30

60

20

85

19403060

15'

16553145

33

65

56

25

59

80

514

54

80

04

15

03

36

5

33

65

56

25

59

80

514

54

80

04

15

03

36

5

DP1

81270

250

250

21 3 4 5 6 7 8 9 10 11 12 1413 15 16 17 18

4'

14'

A

B

C

D

E

F

35

03

50

25

70

0

35

03

50

25

70

0

A

B

C

D

E

F

G

47304730475050655065510051005005 61404800480048005000560050655000

520

81270

16553145

250 250

A' A'

G

C''

19

323061404800480048005000560050655000

0 0.5 1

GRAPHIC SCALE:

SCALE : 1 : 125

10m2 3 4 5 6 7 8 9

DP1

DP1DP1

(TY

P)

50

0

(TYP)500 CABLE BASEMENT

EL. -3.300 (TOC)

RC WALL (TYP)250mm THK

(TYP)RAFT LINE


(TYP)RAFT LINE2000

2730 2000 1500 3000

26652335 1940 3600

099-C02099-C02

027-T04027-T04






CONTRACT NO.CONTRACT NO.

E'

C'

2' 3'

26

05

30

20

135515252220

315

519

90

CABLE TUNNEL

(TYP)ISOLATION JOINT

13mm THK.

DP1 DP1

249515002495900

16

50

EL. -3.950 (TOC)

UP

10

00

15

00

65

00

90

0

UP

13903710



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

21-04-2014

01

02

JJP SSV


04-2014

BASEMENT PLAN, SECTION AND DETAILS

-

-

-

-

2855

02

01



2.

4.


5.


6.



8.


9.


LEGEND

- RC WALL

- ELEVATIONEL.


THK. - THICK


TYP. - TYPICAL

O.C - ON CENTER

DP-1

T - TOP BAR

B - BOTTOM BAR


TOA

TOR

BOR

- TOP OF ASPHALT

- TOP OF RAFT

- BOTTOM OF RAFT

SH - SHEET

- DOOR POST (200x200)

- CAST IN PLACE PEDESTAL


RAFT

450mm THK.

RAFT

450mm THK.

10.

CONT'D NOTES

_ _AS +0.00 ie, 7.597=+0.00 LEVEL.SHALL BE KEPT 2.00m ABOVE THE NGL AND SAME IS DEFINEDTO MEAN SEA LEVEL CROWN ELEVATION OF THE SUBSTATIONAVERAGE NATURAL GRADE (NGL) LEVEL +5.597 WITH RESPECT



16401640




1640

15101510

1510



1640

1510

FOUNDATION PLAN

{16 @ 200 O.C(T)

{16 @ 200 O.C(B)


{16 @ 200 O.C(T)

{16 @ 200 O.C(B)

{16

@ 2

00

O.C(T)

{16

@ 2

00

O.C(B)

(TY

P.)

80

0

(TY

P.)

80

0

(TYP.)800

(TYP.)800

{16

@ 2

00

O.C(T)

{16

@ 2

00

O.C(B)

{16 @ 200 O.C(T)

{16 @ 200 O.C(B)

(TOC)EL. -3.950

{16

@ 2

00

O.C(B)

{16

@ 2

00

O.C(T)

1260 2220

(TY

P)

50

0

F1 F1

F1

F1

EL. -1.500 (TOC) {16@200 O.C (T) (TYP.){16@200 O.C (B) (TYP.)

{16@200 O.C (T) (TYP.){16@200 O.C (B) (TYP.)

10001000

2000

10

00

10

00

20

00

950 1050

2000

10

00

10

00

20

00

10001000

2000

10

00

10

00

20

00

10001000

2000

95

010

50

20

00

EL. -1.500 (TOC)

F

EL. -3.750

BOR

EL. -3.300

TOR (TYP)500


EL. +0.300

TOC

EL. -3.750

BOR

EL. -3.300

TOR

EDCBA25700

RC SLAB (TYP)250mm THK

A' G

3365 4150 4800 5145 5980 5625 3365

EL. VARIES

TOA

EL. +0.300

TOC

EL. VARIES

TOA

EL. +0.300

TOC

C''

30602085

30

00

SCALE

A1:50

SECTION-

{16 @ 200 O.C{16 @ 200 O.C

-

A

B

SH2

SH2

D

(TYP)500

(TY

P)

50

0

(TY

P)

50

0

(TY

P)

50

0

(TY

P)

50

0

(TYP.)400

{16 @ 200 O.C

{12 @ 200 O.C

{12 @ 200 O.C

{12 @ 200 O.C {12 @ 200 O.C

{12 @ 200 O.C {16 @ 200 O.C

{12 @ 200 O.C

SHEET-02

SEE DETAIL-1(TYP.)400

PANEL ROOMCONTROL & RELAY

REFER DWG. NO: EA-271480FOR SLAB REBAR DETAILS,STAIRCASE-3 STAIRCASE-2

0 0.5 1 2 3 4

GRAPHIC SCALE:

SCALE :

5m

1 : 50

SH2

C

E

SH2

SH2

G

SHEET-02SEE DETAIL-3

EA- 271592GROUND FLOOR PLAN

(TY

P)

50

0


1600 1650

16

50

16

50

16

50

16

50

1650 1650

16501650

77

516

50

1650165016503255

16

50

16

50

16

50

16

50

16501650

16

50

16

50

16501650

77

516

50

1650165016502955

16

50

77

5

1650 1650

16

50

16

50

18

50

3255 1650

16

50

16

50

16501650




SH2

F

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.




DATEBY

CERTIFIED


SECA00

SEC-A (2004/10)

VECTOR

--

ofof

QQEA

EA

DMS


A

15-04-2014

A


EA- 271591



SUBSTATION LAYOUT EA- 271622

AS SHOWN



RAS AL KHAIR

PTS- 11EN383

EE-269164

271473271473

T458T458

CONTROL BUILDING

SITE GRADING AND PAVING PLAN EA- 271623

099-C02099-C02

027-T04027-T04






CONTRACT NO.CONTRACT NO.



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

21-04-2014

02

02

JJP SSV


04-2014

BASEMENT PLAN, SECTION AND DETAILS

-

-

-

-

02

02


2.

LEGEND

REFER DWG. NO: EA-271480FOR SLAB REBAR DETAILS,


F

15

53

x16

5

EL. +0.300

TOC

EL. -3.300

TOC

EL. -0.700

TOC

EL. -3.950

TOC

EL. -4.250

BOC

30

00

25

0

EL. VARIES

TOA (TYP)ISOLATION JOINT13mm THK.

3x300=900 8900

EL. +0.300

TOC

65

0

36

50

E

CONTROL ROOM

RC SLAB (TYP)250mm THK

EL. -3.750

BOC

EL. -3.950

TOC EL. -3.950

TOC

EL. -4.400

BOC

5625

10

00

25

0

1500

{10 NOSING BAR

{10 @ 300 O.C

{16 @ 200 O.C{16 @ 200 O.C

SCALE

B1:25

SECTION

30

0


300

{16 @ 200 O.C

{16 @ 200 O.C

DWG NO. EA-271482

FOR DETAIL REFER

{12@250 O.C

45

0

{16 @ 200 O.C

{16 @ 200 O.C

SCALE

CSH1 1:15

400400

(TY

P)

75

SECTION

EL. -3.300TOR

EL. -3.750BOR

{16 @ 200 O.C

{10 @ 200 O.C

4-{16

4-{16

20

0

200

RAFT

{10 @ 200 O.C

{10 @ 200 O.C

EL. -3.300 (TOR)

200

DOOR POST (TYP.)

SCALE 1:10

TYPICAL DETAIL OF DOOR POST (DP-1)

SLOPE

F

350350

700

500

45

0

SEE DETAIL-1

EL. -3.300 (TOR)

EL. -3.750 (BOR)

{12 @ 200 O.C

{16 @ 200 O.C

{12 @ 200 O.C

{12 @ 200 O.C

SCALE

ESH1 1:25

SECTION

DEPTH VARIES

DRAINAGE CHANNEL

100mm WIDE

75

0 (T

YP.)

{16 @ 200 O.C



(TY

P.)

75

(TYP.)600

{16 @ 200 O.C{16 @ 200 O.C

TYP.

500

750 400 900 750

75

04

50

45

07

50

45

SCALE

DSH1 1:25

{16 @ 200 O.C{16 @ 200 O.C

SEE DETAIL-1

{16 @ 200 O.C

{12 @ 200 O.C

{12 @ 200 O.C

{12 @ 200 O.C{16 @ 200 O.C

{16 @ 200 O.C

{16 @ 200 O.C{16 @ 200 O.C

SECTION

EL.-3.300

TOR

EL. -3.750

BOR

EL. -4.050

BOR

EL. -4.500

BOR

(TYP.)BASEMENT WALL250mm THK.

DETAIL FOR WALLSTYPICAL CONTROL JOINT

INNER FACE

OUTER FACE

WALLCONCRETE

TCS-Q-113.03OR JOINT FILLER AS PERWITH APPROVED SEALANT

CONTROL JOINT TO BE FILLED

SCALE 1:10

25

0

75

50

25

6







SCALE


50mm THK. SCREED



DETAIL1


TWO (2) LAYERS OF 150 MICRON

RC SLAB

NTS

3SH1 SCALE NTS

DETAIL

250

600

30

06

00

EL. +0.300

TOC

25

0



FLASHING

1mm THK. ALUMINIUM






15

0 (T

YP.)

SH1


4SCALE

DETAIL

(TY

P)

75

SEE DETAIL-1

250

5012575

5075

15

050

75

30

07

5

45

0

25

025

0

1:10






-

JOINT

CONSTRUCTION

PVC WATER STOP

200mm WIDE

TUNNELCABLE

EL.-3.300

TOR

EL. -3.950 (TOR)

EL.-1.950

BOF

EL.-1.500

TOF

20

0~

2000

(TY

P)

15

0

50

0

500

{16 @ 200 O.C{16 @ 200 O.C

(TYP.)COAL TAR EPOXY

TWO (2) COATS OF

GROUND GRID

MAIN BURIED

REBARS

WELDED TO COLUMN

GROUND REBARS

45

0

COVER (TYP)75mm CLEAR

(TYP.)SITE REQUIREMENTSCHAIR BAR AS PER

BONDING AGENT (TYP.)WITH APPROVED

CONSTRUCTION JOINT

750500750

{16 @ 200 O.C{16 @ 200 O.C

SEE DETAIL-2

SCALE

GSH1 1:25

GRID

EL. VARIES

TOA

REFER DWG. NO: EA-271474 (TYP.)FOR COLUMN REINF. DETAIL,

SECTION

(TYP.)400

CABLE BASEMENTCONTROL BULIDING

SCALE

2 - NTS

DETAIL

CONFORMING TO ASTM D1557MINIMUM OF 95% PROCTOR DENSITYSUB-GRADE COMPACTED TO A

VAPOR BARRIER6 MIL POLYETHYLENETWO (2) LAYERS OF

LEAN CONCRETE75mm THK.

RC SLAB

SH1

- ELEVATIONEL.


TOA

THK. - THICK


TYP. - TYPICAL

- TOP OF ASPHALT

O.C - ON CENTER

TOR - TOP OF RAFT

BOR - BOTTOM OF RAFT

TOF - TOP OF FOOTING

BOF - BOTTOM OF FOOTING

REINF. - REINFORCEMENT

DP-1 - DOOR POST

0 0.5 1

GRAPHIC SCALE:

SCALE : 1 : 25

2.5m21.5

0

GRAPHIC SCALE:

SCALE :

1 1.5m0.50.1

1 : 15

0

GRAPHIC SCALE:

SCALE :

1m0.50.1

1 : 10

{16 @ 200 O.C{16 @ 200 O.C

DETAIL-1

SEE

(TYP.)400

EA- 271592GROUND FLOOR PLAN

NTS - NOT TO SCALE

(TYP)400

(TYP)400

(TYP)400

350 250

600

500

45

0

SEE DETAIL-1

EL. -3.950 (TOR)

EL. -4.400 (BOR)

{12 @ 200 O.C

{16 @ 150 O.C

{12 @ 200 O.C

{12 @ 150 O.C

SCALE

FSH1 1:25

SECTION

DEPTH VARIES

DRAINAGE CHANNEL

100mm WIDE

75

0 (T

YP.)

{16 @ 200 O.C

(TY

P.)

75

(TYP.)600

{16 @ 200 O.C{16 @ 200 O.C (TYP.)

400

18

SLOPE

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.




DATEBY

CERTIFIED


SECA00

SEC-A (2004/10)

VECTOR

--

ofof

0202

QQ

0101

EA

271494

EA 271494

DMS

T458

T458

08-04-2014

EE- 251739

BUILDING SECTION AND DETAILS - 33kV SWGR BUILDING EA- 271607

EA- 271512

EA- 271603

GENERAL NOTES FOR CIVIL WORKS

A DAR SKPSSV04.2014

A

A

SCOPE OF WORK AND TECHNICAL SPECIFICATIONS PTS- 10EN1054

380/115/33kV SUBSTATION#2RAS AL KHAIR IND. CITY

B

A

C

D

E

F

G

H

J

B

A

C

D

E

F

G

H

J

33

00

29

10

18

80

27

90

27

90

18

80

29

10

33

00

217

60

217

60

33

00

29

10

18

80

27

90

27

90

18

80

29

10

33

00

1 2 3 5 6 7 8 9 10 11 12 13

1 2 3 5 6 7 8 9 10 12 134

51551580352050005000500042055000500050005000

49460

49460

51555100500050005000420550001715328550005000

CABLE BASEMENT

12001600

16001200

EL. -4.170 (TOC)

GRATING COVER (TYP)WITH REMOVABLE TYPE


(TYP)RAFT LINE

WALL (TYP)250 THK. BASEMENT

33kV SWITCHGEAR BUILDING

EA- 271622SUBSTATION LAYOUT

027-T04027-T04

099-C02CONTRACT NO.

099-C02

CONTRACT NO.






650

0 0.5 1 2 3 4 5 6 7 8 9

GRAPHIC SCALE:

SCALE : 1 : 100

10m

CA

BL

E

TU

NN

EL

5M

WID

E

DP-1

DP-1

DUCTBANK DUCTBANK DUCTBANK

DUCTBANK DUCTBANK

TR

EN

CH

TR

EN

CH

DP-1

1700

ISOLATION JOINT

13mm WIDE

50

00

40

02

18

0



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

21/04/2014 FOUNDATION PLAN, SECTION AND DETAILS

JJP SSV AS SHOWN

DETAIL DESIGN

GROUND FLOOR PLAN - 33kV SWGR BUILDING EA- 271604

BASEMENT PLAN AND DETAILS - 33kV SWGR BUILDING

FOUNDATION PLAN1:100SCALE

COVER (TYP.)GRATING








2.

4.


5.


6.



8.


9.


10.

_ _AS +0.00 ie, 7.597=+0.00 LEVEL.SHALL BE KEPT 2.00m ABOVE THE NGL AND SAME IS DEFINEDTO MEAN SEA LEVEL CROWN ELEVATION OF THE SUBSTATIONAVERAGE NATURAL GRADE (NGL) LEVEL +5.597 WITH RESPECT

LEGEND

- RC WALL

- ELEVATIONEL.


THK. - THICK


TYP. - TYPICAL

O.C - ON CENTER

DP-1

T - TOP BAR

B - BOTTOM BAR


TOA

TOR

BOR

- TOP OF ASPHALT

- TOP OF RAFT

- BOTTOM OF RAFT

SH - SHEET

0 0.5 1 2 3 4

GRAPHIC SCALE:

SCALE :

5m

1 : 50

{16 @ 150 O.C(T)

{16 @ 150 O.C(B)

{16

@ 15

0

O.C(B)

{16

@ 15

0

O.C(T)

(TY

P)

80

0(T

YP)

80

0

(TYP)800

(TYP)800

{16

@ 15

0

O.C(B)

{16

@ 15

0

O.C(T)

H

EL. VARIES

TOA

RC WALL (TYP.)250mm THK.

J

WATER STOP (TYP.)WITH 200mm WIDE PVC

CONSTRUCTION JOINT

G F E BCD

2910188027902790188029103300

EL. -1.910

(TOC)

33kV SWITCHGEAR-3

18460

EL. VARIES

TOA

JOINT (TYP)13mm WIDE ISOLATION

RC SLAB

250mm THICK

REFER DWG. NO: EA-271501

FOR SLAB REBAR DETAILS,

SHEET-02SEE DETAIL-2,

SH2

B

-

A

38

70 BASEMENT

CABLE

SYSTEM CYLINDERSFIRE PROTECTION

EL. +0.300

TOC

SCALE

A1:50

SECTION-

{16 @ 120 O.C

{12 @ 200 O.C

{12 @ 150 O.C

{12 @ 200 O.C

{16 @ 150 O.C{16 @ 150 O.C

{12 @ 200 O.C

{12 @ 150 O.C{16 @ 120 O.C

{12 @ 200 O.C

SHEET-02 (TYP)SEE DETAIL-1

SH2

D

SH2

E

SH2

C

1560

55

0

1510

N

RAFT

450mm THK.

(TYP)500

(TYP)500

(TY

P)

50

0

(TY

P)

50

0

(TY

P)

50

0

(TY

P)

50

0

STAIR-2

(TYP)500

(TYP)500

CABLE TUNNEL5M WIDE

1100

115

0 1100

115

0 1100 1100





200

85

0 20

014

30

20

0

200

15

0

150 200

200

20

02

00

15

0

200130

200150

EA- 271495COLUMN LAYOUT AND REBAR DETAILS

- DOOR POST (200x200)

- CAST IN PLACE PEDESTAL

1615

1615


EL. -4.620

(BOR)EL. -4.170

(TOR)

45

0(TYP)400

(TYP)400

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.





SECA00

SEC-A (2004/10)

VECTOR

--

ofof

0202

QQ

0202

EA

271494

EA 271494

DMS

T458

T458

08-04-2014

EE- 251739

BUILDING SECTION AND DETAILS - 33kV SWGR BUILDING EA- 271607

EA- 271512

EA- 271603

GENERAL NOTES FOR CIVIL WORKS

A DAR SKPSSV04.2014

A

A

SCOPE OF WORK AND TECHNICAL SPECIFICATIONS PTS- 10EN1054

380/115/33kV SUBSTATION#2RAS AL KHAIR IND. CITY

33kV SWITCHGEAR BUILDING


027-T04027-T04

099-C02CONTRACT NO.

099-C02

CONTRACT NO.








BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

21/04/2014


JJP SSV AS SHOWN

DETAIL DESIGN

GROUND FLOOR PLAN - 33kV SWGR BUILDING EA- 271604

BASEMENT PLAN AND DETAILS - 33kV SWGR BUILDING


2.

LEGEND

B

EL. VARIES

TOA

RC WALL (TYP.)250mm THK.

A

WATER STOP (TYP.)WITH 200mm WIDE PVC

CONSTRUCTION JOINT

C D E HGF

2910188027902790188029103300

33kV SWITCHGEAR-1 33kV SWITCHGEAR-2

CABLE BASEMENT

18460

JOINT (TYP)13mm WIDE ISOLATION

SCALE

BSH1 1:50

SECTION

EL. VARIES

TOA

38

70

EL. +0.300

TOC

EL. -1.910

(TOC)

{16 @ 150 O.C{16 @ 150 O.CSEE DETAIL-1

{16 @ 120 O.C

{12 @ 200 O.C {12 @ 200 O.C

{12 @ 150 O.C


RC SLAB

250mm THICK

REFER DWG. NO: EA-271501

FOR SLAB REBAR DETAILS,

{16 @ 120 O.C

{12 @ 200 O.C{12 @ 200 O.C

{12 @ 150 O.C

30

0


300

{16 @ 150 O.C

{16 @ 150 O.C

DWG NO. EA-271503

FOR DETAIL REFER

{12@250 O.C

45

0

{16 @ 150 O.C

{16 @ 150 O.C

SCALE

CSH1 1:15

400400

(TY

P)

75

SECTION

EL. -4.170TOR

EL. -4.620BOR

{16 @ 200 O.C

{10 @ 200 O.C

4-{16

4-{16

20

0

200

RAFT

{10 @ 200 O.C

{10 @ 200 O.C

EL. -4.170 (TOR)

200

DOOR POST (TYP.)

SCALE 1:10

TYPICAL DETAIL OF DOOR POST (DP-1)

SLOPE

H

400200

600

500

45

0

SEE DETAIL-1

EL. -4.170 (TOR)

EL. -4.620 (BOR)

{12 @ 200 O.C

{16 @ 120 O.C

{12 @ 200 O.C

{12 @ 150 O.C

SCALE

ESH1 1:25

SECTION

DEPTH VARIES

DRAINAGE CHANNEL

100mm WIDE

75

0 (T

YP.)

{16 @ 150 O.C



(TY

P.)

75

(TYP.)600

{16 @ 150 O.C{16 @ 150 O.C

TYP.

500

750 400 900 750

75

04

50

45

07

50

45

SCALE

DSH1 1:25

{16 @ 150 O.C{16 @ 150 O.C

SEE DETAIL-1

{16 @ 120 O.C

{12 @ 200 O.C

{12 @ 150 O.C

{12 @ 200 O.C{16 @ 150 O.C

{16 @ 150 O.C

{16 @ 150 O.C{16 @ 150 O.C

SECTION

EL.-4.170

TOR EL.-4.170

TOR

EL. -4.620

BOR

EL. -4.920

BOR

EL. -5.370

BOR




SCALE


50mm THK. SCREED



DETAIL1


TWO (2) LAYERS OF 150 MICRON

RC SLAB

NTS

2SH1 SCALE NTS

DETAIL

250

600

30

06

00

EL. +0.300

TOC

25

0



FLASHING

1mm THK. ALUMINIUM






15

0 (T

YP.)

SH1


DETAIL FOR WALLSTYPICAL CONTROL JOINT

INNER FACE

OUTER FACE

WALLCONCRETE

TCS-Q-113.03OR JOINT FILLER AS PERWITH APPROVED SEALANT

CONTROL JOINT TO BE FILLED

SCALE 1:10

25

0

75

50

25

6




3SCALE

DETAIL

(TY

P)

75

SEE DETAIL-1

250

5012575

5075

15

050

75

30

07

5

45

0

25

025

0

1:10






-

0 0.5 1 2 3 4

GRAPHIC SCALE:

SCALE :

5m

1 : 50

0 0.5 1

GRAPHIC SCALE:

SCALE : 1 : 25

2.5m21.5

0

GRAPHIC SCALE:

SCALE :

1 1.5m0.50.1

1 : 15

0

GRAPHIC SCALE:

SCALE :

1m0.50.1

1 : 10

- ELEVATIONEL.


THK. - THICK


TYP. - TYPICAL

O.C - ON CENTER

DP-1 - DOOR POST

TOA

TOR

BOR

- TOP OF ASPHALT

- TOP OF RAFT

- BOTTOM OF RAFT

SH - SHEET

NTS - NOT TO SCALE

(TYP.)BASEMENT WALL250mm THK.

SEE DETAIL-2

STAIR-1

(TYP)500

(TYP)500

1150625


1150 625



200150

JOINT

CONSTRUCTION

PVC WATER STOP

200mm WIDE

COLUMN LAYOUT AND REBAR DETAILS EA- 271495

EL. -4.620

(BOR)EL. -4.170

(TOR)

(TYP)400

(TYP.)400

(TYP.)400

(TYP.)400

(TYP.)400

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.





SECA00

SEC-A (2004/10)

LEGEND

VECTOR

--

ofof

06

QQ

0202

EA271524

EA 271524

DMS

T458

T458

2013-12-10

EE- 269164

AS SHOWN

-

EA- 271624


SITE GRADING SECTIONS AND DETAILS

A DAR SKPSKPTPR01.2014

A

A


EA- 271526


N


027-T04027-T04

099-C02099-C02

CONTRACT NO.

CONTRACT NO.






JOINT TYP.13mm THK

06

LAYOUT AND DETAILS

TPR


1.METERS UNLESS OTHERWISE NOTED.ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

20/01/2014

EL. - ELEVATION

TORW

TYP. - TYPICAL

THK - THICK

TOF

- TOP OF RETAINING WALL

- TOP OF FOUNDATION

325032503250325032503250325032503250325032503250325032503225 325032503250325032503250325032503250325032503250325032503250 325032503250325032503250325032503250325032503250325032503250

913 913 913

450425

13

22

75

42

5

27

00

COR-1

COR-2

MA

TC

H

LIN

E "A"

EL. -2.950TOF

487251500 48750 48750

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-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-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2 PC-2PC-3

PC-3

PC-2 PC-2 PC-3

PC-3

MA

TC

H

LIN

E "A"

PC-1

OUTER LINE (TYP)PROPERTY

SCALE

BOUNDARY WALL FOUNDATION PLAN "PART-1"1:200

325032503250325032503250325032503250325032503250325032502800 287332503250325032503250325032503250325032503250325032503250 425

91348300 48373

SCALE


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-2PC-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-1

PC-3

13


MA

TC

H

LIN

E "B"

MA

TC

H

LIN

E "B"

COR-4

COR-3

325032503250325032503250325032503250325032503250325032503225 325032503250325032503250325032503250325032503250325032503250 325032503250325032503250325032503250325032503250325032503250

913 913 913

450

48725 48750 487501500

EL. -2.640TOF


SCALE


42

52

07

5

25

00

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-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-3

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-3

PC-3PC-1

325032503250325032503250325032503250325032503250325032502800 2873325032503250325032503250325032503250305017261725325032503250

913

48300 48373

425

42

5

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-5

PC-3 PC-4

33

75

32

50

18

47

18

22

2375 425

2800

30

0

PC-2

PC-2

PC-2

SCALE


C

-

-

A

SCALE NTS

DETAIL

AS PER TCS.Q.113.02MINIMUM OF 95% PROCTOR DENSITYSUB-GRADE FILL COMPACTED TO A

LEAN CONCRETE75mm THK.

RCC FOUNDATION

POLYETHYLENE SHEET200 MICRONS TWO (2) LAYERS OF

MATCH LINE "G"

SHEET-03

SLIDING GATE8M WIDE

CC-4

2.

TOP - TOP OF PEDESTAL

BOF - BOTTOM OF FOUNDATION

NGL - NATURAL GROUND LEVEL

PC - PRECAST COLUMN

OUTER LINE (TYP)BOUNDARY WALL FOUNDATION

OUTER LINE (TYP)BOUNDARY WALL FOUNDATION

0 10

GRAPHIC SCALE:

SCALE :

5 20m

1 : 200

1 2 3 4

0 0.5 1

GRAPHIC SCALE:

SCALE :

2m

1 : 20

(TYP.)ISOLATION JOINT13mm THK.


13mm THK.

B

-


13mm THK.

(TYP.)ISOLATION JOINT13mm THK.

2700

EL. -3.175TOF

P.C.C FILL

PROPERTY LINE

2700

ASPHALT

{12@250 O.C

{16@100 O.C

2085250365

{12@250 O.C

OUTSIDE SUBSTATION

INSIDE SUBSTATION

{12@250 O.CTOF EL. -2.950

BOF EL. -3.350

50

250

SCALE 1:20

SECTIONA

40

0

1500 425 425

BOUNDARY WALL PANEL

120mm THK. PRECAST

WITH NON-SHRINK GROUT)PURPOSE (TO BE FILLED

20mm GAP FOR LEVELLING

NGL EL. VARIES WITH BONDING AGENT (TYP.)CONSTRUCTION JOINT

TAR EPOXY (TYP.)TWO (2) COATS OF COAL

BASE COURSE

& FILLER BOARD

WITH SEALANT (UV RESISTANT)CONC. GUTTER TO BE FILLED

ISOLATION BET. ASPHALT &

P.C.C FILL

PROPERTY LINE

2700

ASPHALT

{12@250 O.C

{16@100 O.C

2085250365

{12@250 O.C

OUTSIDE SUBSTATION

INSIDE SUBSTATION

{12@250 O.CTOF EL. -2.890

BOF EL. -3.290

50

250

SCALE 1:20

SECTIONB

40

0

1500 425 425

BOUNDARY WALL PANEL

120mm THK. PRECAST





BASE COURSE

& FILLER BOARD



P.C.C FILL

PROPERTY LINE

2500

ASPHALT

{12@250 O.C

{16@100 O.C

1885250365

{12@250 O.C

OUTSIDE SUBSTATION

INSIDE SUBSTATION

{12@250 O.CTOF EL. -2.640

BOF EL. -3.040

50

250

SCALE 1:20

SECTIONC

40

0

1500 425 425

BOUNDARY WALL PANEL

120mm THK. PRECAST





-

BASE COURSE

& FILLER BOARD



SH-3

SH-3 SH-3

BOUNDARY WALL FOUNDATIONS


SH3

D

SH3

D'

SEE DETAIL-4 IN SH-05CAST IN SITE COLUMN

SEE DETAIL-5 IN SH-05PRECAST COLUMN

SEE DETAIL-6 IN SH-05PRECAST COLUMN

LAYOUT AND DETAILS OF CABLE TUNNELS

PTP/JJP

SH-4

E

SH-4

F

CABLE TUNNEL CABLE TUNNEL

CABLE TUNNELCABLE TUNNEL

CABLE TUNNELCABLE TUNNEL

CABLE TUNNEL CABLE TUNNEL

59388 (TORW= -0.400) 90026 (TORW= -0.300)

97586 (TORW= -0.300)

TORW REFER PLAN

30613 (TORW= +0.000)59413 (TORW= +0.150)59388 (TORW= +0.300)

68786 (TORW= +0.150)28800 (TORW= +0.000)

TORW REFER PLAN

TORW REFER PLAN

10

29

3 (T

OR

W= -0.15

0)

43

00

SEE DETAIL-10 SEE DETAIL-10 SEE DETAIL-10

10

30

0 (M

AX.)

25

0 (M

IN.)

30

0 (M

AX.)

25

0 (M

IN.)

30

0 (M

AX.)

25

0 (M

IN.)

{16@150 O.C {16@150 O.C {16@150 O.C

DETAIL DESIGN

DRAWN BY

OPR'G. DEPT.

CHECKED BY SCALE:

DATE COMPLETED

ENG. DEPT.

REV.NO.

DATE DESCRIPTION

DATE STARTED

CERT. APPD.BY CHKD.

SAUDI ARABIA



NOTES

AS-BUILT BY DATE

REFERENCE DRAWINGS

NO

RE

PR

OD

UC

TIO

N IN

FU

LL

OR IN

PA

RT

SH

AL

L

BE

OB

TAIN

ED

FR

OM

THIS

DO

CU

ME

NT

WIT

HO

UT

TH

E

WRIT

TE

N

CO

NS

EN

T

OF IT

S

OW

NE

R.

THIS

DR

AWIN

G

AN

D

TH

E IN

FO

RM

ATIO

N

CO

NT

AIN

ED

HE

REIN

AR

E

TH

E

SO

LE

PR

OP

ER

TY

OF

SA

UDI

EL

EC

TRICIT

Y

CO.

DDC NO. REV. NO.

APPROVAL/CERTIFICATION INFORMATION





SECA00

SEC-A (2004/10)

LEGEND

VECTOR

--

ofof

06

QQ

0303

EA271524

EA 271524

DMS

T458

T458

2013-12-10

EE- 269164

AS SHOWN

-

EA- 271624


SITE GRADING SECTIONS AND DETAILS

A DAR SKPSKPTPR01.2014

A

A


EA- 271526


N


027-T04027-T04

099-C02099-C02

CONTRACT NO.

CONTRACT NO.






06

LAYOUT AND DETAILS

TPR


1.METERS UNLESS OTHERWISE NOTED.ALL DIMENSIONS ARE IN MILLIMETERS AND ELEVATIONS ARE IN



BASE DESIGN

INFORMATION ONLY

CONSTRUCTION

DATE BY

DAR ENGINEERING

APPROVAL

20/01/2014

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

25

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

45

0

MATCH LINE "C"9

13

913

42

5

45

47

54

55

00

26

45

015

00

SCALE 1:200

COR-1

425 2275

2700

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-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-3

PC-3

PC-2

PC-2

PC-2

PC-2

PC-2

PC-2

PC-2

PC-2

EL. -3.175TOF

B

SH2

SH4

Z

MATCH LINE "C"

32

50

32

50

32

50

32

50

32

50

28

00

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

45

0

913

913

913

45

50

04

55

00

69

50

JOINT TYP.13mm THK

MATCH LINE "D"

PLAN "PART-5"

BOUNDARY WALL FOUNDATION

SCALE 1:200

PLAN "PART-6"


SCALE 1:200

PLAN "PART-7"


MATCH LINE "D"

JOINT TYP.13mm THK

EL. -3.175TOF

PC-2

PC-2

PC-2

PC-2

PC-2

PC-2

PC-3

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-3

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-3

PC-3

PC-2

PC-2

LINE (TYP)OUTER

PROPERTY

LINE (TYP)OUTER

PROPERTY

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

28

00

22

61

22

86

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

42

5

913

38

55

04

35

47

15

00

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-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

COR-4

2275

2700

425 2275425

2700

EL. -3.175TOF

1500

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

33

75

86

00

33

75

32

25

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

32

50

913

913

48

87

54

87

50

45

0

15

00

4252275

2700

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

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-3

PC-3

PC-2

CC-1

CC-1

MATCH LINE "E"

LINE (TYP)OUTER PROPERTY

EL. -2.890TOF

JOINT TYP.13mm THK

SCALE 1:200

PLAN "PART-8"


32

50

32

50

32

method statement for civil submittal

Documents

rltj i

jubail yanburoyal commission

details of staircase

shownroof plan details

civil works ea

building elevations

royal commission ror

ru rj