1:50 UON

M.Powers

D.Alexand.

K.Nazareth

K.Nazareth

18.08.10

A-

7100 150

6324

150

EXISTING COMPRESSOR SLAB

DPM

REFER SPECIFICATION SES103

BITUMEN IMPREGNATED FIBRE BOARD.

13SD1-003

75

20

SECTION A1:12.5 -

150

CONTRACTOR PRIOR TO ANY WORK.

ALL DIMENSIONS WHERE NECESSARY SHOULD BE SITE CHECKED BY THE

U.O.N.

CIVILWORK NOTES.

ALL WORK SHALL COMPLY TO BHP NiW STANDARDS:

SES103 CONCRETE.

SES100 EARTHWORKS.

SEE SD1-016 FOR GENERAL CIVIL NOTES

DPM DENOTES DAMP PROOF MEMBRANE REFER TO GENERAL NOTES.

I.J. DENOTES ISOLATION JOINT SEE SD1-003 DETAIL 8.

CONCRETE STRENGTH: 32 MPa

MIN. REINFORCEMENT CONCRETE COVER 40 mm

CONCRETE SURFACE FINISH TO BE BROOMED.

I.J.

I.J.

80

B-

SECTION B1:12.5 -

PLANTEXTERNAL NUCLEATION

� G2C-44

D-

fall

fall

I.J. I.J.

fall

DATUM EL 30890

EL 30602EL 30470 EL 30420

EL 30615

EL 30615EL 30615

EXISITNG E.N.P. BUND WALL

PLANT

EXTERNAL NUCLEATION

IN CONCRETE AS SHOWN

EXISTING CULVERT & CAST

6" P.V.C. PIPE PLACED IN

DPM

150

20

75

REFER SPECIFICATION SES103

BITUMEN IMPREGNATED FIBRE BOARD.

13SD1-003

ENP PLANT CIVIL GENERAL ARRANGEMENT

ENP PLANT CIVIL DETAILS

OXYDROLYSIS COMPRESSOR SLAB GENERAL ARRANGEMENT & DETAILS

02-Q04-00002

02-Q04-00001

02-Q02-34626

EL VARIES

EL 30890

C-

DATUM

EL 30450

02-Q04-00002 SECTION ’J’FOR EXISTING CIVIL DETAILS SEE

EXISITNG E.N.P. BUND WALL

PLANT

EXTERNAL NUCLEATION

IN CONCRETE AS SHOWN

EXISTING CULVERT & CAST

6" P.V.C. PIPE PLACED IN

DPM

150

20

75

REFER SPECIFICATION SES103

BITUMEN IMPREGNATED FIBRE BOARD.

13SD1-003

EL VARIES

EL 30890 DATUM

02-Q04-00002 SECTION ’J’FOR EXISTING CIVIL DETAILS SEE

SECTION C1:12.5 -

EL 30615

AROUND PIPELEVEL THEN REFORM BUNDP.V.C. PIPE FLUSH WITH NEW SLABCUT EXISTING BUND AND PLACE 4"

NEW BUND WALL

SECTION D1:12.5 -

EL 30495 EL 30495

EL 30520

385

STAUNCHIONTYP. HANDRAIL

DPM

150

N12

C.J.

TYP.

30 CHMF.

150

CENTRAL

N12-400

E-

SECTION E1:12.5 -

DPM

C.J.

300 LAP 300 LAP

TOP OF PLINTHEL 30820 TYP. 40 COVER

N12-400

EL 30820 TYP.

3762 1667

755

2924

1891

TY

P.

TYP.

30 CHMF.

40 COVER

N12-400

350

TYP.

N12-100 N12-100

CLOSING GATELOCATION OF SELF

CLOSING GATELOCATION OF SELF

SEE PLAN

NEW PAVEMENT

EXIST. PAVEMENT

EL VARIES

PAVEMENT DETAIL THIS DRG.

FOR NEW SLAB & REPLACE TO

CUT AWAY EXISTING ASPHALT ROAD

NOT TO SCALE

TO 95% MMDD FOR TOP 300mm

EXISTING SUBGRADE COMPACTED

COMPACTED TO 96% MMDD

(SOAKED CBR > 80%)

IMPORTED BASECOURSE (250mm MIN.)

NEW ASPHALT (40mm MIN.)

PAVEMENT CONSTRUCTION

� PLINTH � PLINTH

300 LAP

2

1

300 LAP

TYP.

300

3003-N16

N12-400

40 COVER

F82 MESH TOP

40 COVER

F82 MESH TOP

EL 30615

CULVERTPIPE SET IN EXISTING LOCATION OF 6" PVC

300

REF.

SECTION ’A’COM. SLAB AS SHOWN WEST SIDE EXISTING OXY. SELF CLOSING GATES ON SITE FIT HANDRAIL WITH

HANDRAIL

BUND

BU

ND

�

G2E-8

SEE SECTION ’C’EXISTING ENP BUNDDRAIN PIPE SET IN LOCATION OF BUND

TYP.

TYP. TYP.

EL 30615

EL 30520

EL VARIES EL VARIES EL VARIES

EL VARIES EL VARIES

SEE SECTION ’D’NEW BUNDED AREA. TO SUIT FALLING AWAY FROM INSTALLATION AND REPAIREDAT LOCATION OF SLABTO BE CUT AND REMOVED EXISTING BITUMEN ROADWAYSHADED AREA REPRESENTS

THROUGH PLINTHTYPICAL SECTION NOTE:

�

G2E-10

PLAN1:50

NORTH

40 COVER.

F82 MESH TOP

40 COVER.

F82 MESH TOP

40 COVER.

F82 MESH TOP

F-

VIEW F1:25 -

HOLD DOWN BOLTSTYPICAL LOCATION OFNOTE:

1891

200

150

200

150

350

= =

= =

5SD1-009

1491

WITH TOLERANCE TUBE.SHOWN SD1-009 DET. 5

M16 HOLD DOWN BOLTS AS

15.11.111 MJP DMA KN KNAS BUILT - PROJECT S500.C.20832

1

02-Q02-35119COOLING TOWER G2E-8 & G2E-10

BUND & SLAB

DETAILED ARRANGEMENT

OXYDROLYSIS

REVISIONS REVISIONS No DATE DRN CHK ENG REFERENCE DRAWINGS NUMBER

SCALE

DRAWN

CHECKED

ENGINEER

DATE

REV: A1

NUMBER

APPROVED

APPNo DATE DRN CHK ENG APP NICKEL WEST KWINANA NICKEL REFINERY ABN 76 004 184 598