Waio Stds Master 000-c 6

WEST AUSTRALIAN IRON ORE STANDARDS
(WAIO STANDARDS MASTER – “FAST” PROJECTS)

CIVIL DRAWINGS 000-C
WAIO_STDS_MASTER_000-C_6
NOTE: THIS MASTER DOCUMENT IS NOT TO BE UNBOUNDED
6 LUG FULLY WELDED
TO BOLLARD BOLLARD NOTE
1. FIXED BOLLARDS TO BE STANDARD WEIGHT
STEEL PIPE WITH DIAMETER AS FOLLOWS:
R 15 -100NB FOR PERSONNEL AREAS
6mm DEE SHACKLE
3-R12-400 -200NB FOR LIGHT VEHICULAR AREAS
MANHOLE
-300NB FOR HEAVY VEHICULAR AREAS
29
1500 MAX CENTRES

6 LINK GALVANISED CHAIN
BETWEEN BOLLARDS
2. PIPES TO BE SUPPLIED HOT DIP
10
GALVANISED AND PAINTED TO BHPBIO

SPECIFICATION 000-S-00061 PAINT SYSTEM
20
G/3 AFTER FABRICATION
TYP
750
3. CONCRETE TO BE GRADE N25 OR N32 AS
PER BHPBIO SPECIFICATION 000-C-00102
LUG AND CHAIN DETAIL BOLLARD BOLLARD BOLLARD
SECTION 1
SCALE 1:2 4. BOLLARDS NOT GENERALLY REQUIRED
1:10 - WHERE COVERS ARE PROVIDED FOR HEAVY
DUTY WHEEL LOADINGS (CLASS D)
750
5. ALL DIMENSIONS ARE IN MILLIMETRES
TYP
1500 MAX CENTRES 6. REFER DESIGN DRAWINGS FOR

LOCATION DETAILS
TYPICAL ARRANGEMENT OF GUARD POST AT MANHOLE

7. FOR CONCRETE GENERAL NOTES REFER
SCALE 1:20 TO DRG 000-C-00043
PAINTING FINISH COLOUR FOR PAINTING FINISH COLOUR FOR
FIRE HYDRANT PROTECTION FOR STEELWORK GENERAL NOTES REFER
MANHOLE PROTECTION, REMOVABLE,
TO DRG 000-S-12034
PERSONNEL AND GENERAL USE 8
100 NB ROUND
LUG AND CHAIN WHERE REQUIRED CONCRETE FILLED GALVANISED PIPE POST CAP
CONCRETE FILLED GALVANISED PIPE
ON DESIGN DRAWINGS. SEE DETAIL DOME TOP OF CONCRETE
DOME TOP OF CONCRETE
10 THK END PLT C/W
50 WIDE ’STICK ON’ 1 TONNE LIFTING LUG
REFLECTIVE STRIP REF 000-S-00060
100
YELLOW
NAMEPLATE WITH
300
RED
MASS IN kg
100
300
BLACK
WHITE
8 8
1200
1200
1200
BASE PLATE 320x320x16
YELLOW
165 OD x 5.4 WT CHS

300
DRILL 4/22 HOLES FOR

RED
M20 HILTI MASONRY ANCHORS

150mm EMBEDMENT
10 THK x 176 ID 20 WIDE WELDED COLLAR

BLACK
WHITE
ROLLED PLT
300
EX ROLLED PLATE
GROUT
2100
CONCRETE
30
PAD
75
25
200
200
MIN
400
500
600
250
1000
MASS CONCRETE
BASE
NOTE: BASE MAY
MASS CONCRETE MASS CONCRETE BE PRECAST
8
BASE BASE
250
400
320
1
-
400 320 600
BOLLARD TYPE 1 - TRAFFIC BOLLARD TYPE 2 - TRAFFIC REMOVABLE BOLLARD BOLLARD TYPE 3 - PERSONNEL
CONTRACT NUMBER
SCALE 1:10 SCALE 1:10 SCALE 1:10 SCALE 1:10 8 OR PURCHASE ORDER NUMBER
REFERENCE DOCUMENTS DOC NO
Approved: Checked against:

CONCRETE FILLED DELETED ON REMOVABLE HEIGHT OF GUARD POSTS ALTERED, PAINTING COLOURS BHPBIO TO COMPLETE REVIEWER TO COMPLETE DESIGNER/CONTRACTOR TO COMPLETE 27 Aug 10 Plant Design: v6.0
8 24.08.10 4 15.9.04 A.B.N. 46 008 700 981
AND PERSONNEL BOLLARDS. NOTE 7 ADDED AMENDED TO SUIT HYDRANT PROTECTION D
ST
ANDA
RD W AT
ERM
AR
K
CA
BHPBIO FAST JV
DETAIL;S MODIFIED DRAWING CONVERTED FROM MANUAL TO CAD CONVERSION DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARD
E
LU
R
OR U
NT
7 29.01.09 3 1.3.96 SK
M I NT
RON ORE JOI
VE
ROAD SIGN DETAIL REMOVED NOTES AND CONCRETE BASE DIMENSIONS AMENDED BRAD GRAY
PRELIMINARY ONLY ...................... .............. ........... NAME ...................................................... DESIGNED BY ...............................................
CONCRETE
PAINTING SPEC WAS 000-S-038 QUOTATION ONLY ...................... .............. ........... SIGNED ...................................................... DRAWN BY K.CHAN
...............................................
6 29.09.08 ROAD SIGN DETAIL ADDED 2 15.6.93
PAINTING COLOURS WERE RED AND WHITE
CONSTRUCTION MAY PROCEED ...................... .............. ........... DATE ...................................................... CHECKED BY ...............................................
BOLLARDS & SIGNAGE
5 11.07.05 TYPE 2 ADDED. CHAIN AND BRACKET ADDED 1 22.1.92 SPEC NUMBERS CHANGED CONSTRUCTION MAY PROCEED
EXCEPT AS NOTED ...................... .............. ........... THIS DRAWING HAS BEEN REVIEWED
DESIGN & HSEC
APPROVED BY
............................................... BOLLARDS
FOR GENERAL COMPLIANCE WITH THE
REVISION APPD REVISION APPD REQUIREMENTS OF THE CONTRACT DATE APPROVED ..........................................
NO DATE Revision Approvals by Designer/Contractor confirms designs
are in accordance with BHPBIO SEP-57 procedures
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE NO DATE Revision Approvals by Designer/Contractor confirms designs
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE 1:10 1:2
.......................................... A1 DRG. NO.
000 C 00023 /8
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1.0 GENERAL NOTES CONCRETE NOTES (CONTINUED) LIST OF STANDARD CONCRETE DRAWINGS
1.1 THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH ALL OTHER RELEVANT
DRAWINGS AND SPECIFICATIONS, AND WITH SUCH WRITTEN INSTRUCTIONS AS MAY 4.9 SPLICES IN REINFORCING SHALL BE IN THOSE POSITIONS SHOWN ON THE DRAWINGS.
BE ISSUED DURING THE COURSE OF THE CONTRACT MINIMUM LAP LENGTHS SHALL BE AS STATED ON THE DRAWINGS. ANY LAP LENGTH 000-C-00023 BOLLARDS AND SIGNAGE
NOT CALLED UP SHALL BE AS TABLED BELOW
1.2 ALL DIMENSIONS ARE IN mm UNO 000-C-00043 CONCRETE GENERAL NOTES
1.3 ALL DISCREPANCIES SHALL BE REFERED TO THE COMPANY’S REPRESENTATIVE FOR MIN LAP LENGTH 000-C-00044 GROUND SLABS - TYPICAL DETAILS
RESOLUTION BEFORE PROCEEDING BAR FOR HORIZONTAL BARS WITH MORE
ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED DIAMETER THAN 300mm OF CONCRETE CAST
000-C-00045 CAST-IN ITEMS - TYPICAL DETAILS
FOR ALL OTHER BARS.
BEFORE CONSTRUCTION IS COMMENCED. THESE DRAWINGS SHALL NOT BE SCALED. 11 BELOW THE BAR.
000-C-00046 ANCHOR BOLTS - TYPICAL DETAILS
1.4 DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING N12 500mm 400mm
THE STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART IS OVERSTRESSED N16 700mm 550mm 000-C-00047 FOOTINGS AND PEDESTALS - TYPICAL DETAILS
DURING CONSTRUCTION ACTIVITIES
N20 1000mm 750mm
000-C-00048 CONVEYOR MODULE FOOTINGS - TYPICAL DETAILS
N24 1350mm 1000mm
1.5 ALL SIGNAGE TO COMPLY WITH AS1319-1994 & AS1614-1985 000-C-00049 SERVICE PITS - TYPICAL DETAILS
N28 1750mm 1350mm
N32 2200mm 1700mm
2.0 SURVEY CONTROL AND REFERENCE LAYOUT 000-C-00050 SECURITY FENCING
MINIMUM BAR SPACING, 150 CRS
000-C-00051 SILTATION PIT TYPE 1 - ARRANGEMENT AND DETAILS
2.1 ALL LEVELS ARE REFERENCED TO VERTICAL DATUMS FOR THE PARTICULAR SITE,
4.10 CONCRETE REINFORCEMENT SHALL BE SUPPORTED IN ACCORDANCE WITH
AS INDICATED IN STANDARD SPEC 000-C-00128
SPEC-000-C-00102 SUPPLY AND PLACEMENT OF CONCRETE 000-C-00052 PILECAPS AND TIE BEAMS - TYPICAL DETAILS
2.2 ALL SURVEY SET-OUT IS TO BE ESTABLISHED FROM COORDINATED SURVEY CONTROL 4.11 FOR APPROPRIATE CONCRETE CURING METHODS REFERENCE SHALL BE MADE TO 000-C-00053 SILTATION PIT TYPE 2 - ARRANGEMENT AND DETAILS
STATIONS AS DIRECTED BY THE COMPANY’S REPRESENTATIVE AND STANDARD SPEC-000-C-00102 SUPPLY AND PLACEMENT OF CONCRETE
SPEC 000-C-00128 000-C-00054 MISCELLANEOUS FOOTING DETAILS
4.12 MINIMUM CONCRETE STRIPPING TIMES SHALL BE AS DEFINED IN
SPEC-000-C-00102 SUPPLY AND PLACEMENT OF CONCRETE 000-C-12000 MINE - CONVEYOR MODULE FOOTINGS - TYPICAL DETAILS
3.0 EARTHWORKS
4.13 MAXIMUM FREE FALL OF CONCRETE DURING PLACING SHALL NOT EXCEED 2m. BEYOND 000-C-12015 MINE - TRESTLE FOOTINGS - PRECAST - GENERAL ARRANGEMENT
3.1 EXCAVATION, FILLING AND FOUNDATION PREPARATION SHALL COMPLY WITH
THIS, SUITABLE CHUTES SHALL BE USED TO ENSURE THAT SEGREGATION DOES NOT
THE PROJECT SPECIFICATION OR, IF THIS HAS NOT BEEN PREPARED, 11
OCCUR. 000-C-12017 MINE - TRESTLE FOOTINGS (250001-35000) - GENERAL ARRANGEMENT
WITH SPEC-000-C-00105 EARTHWORKS
4.14 CONCRETE FLOOR SLABS SHALL HAVE THE SURFACE FINISHED IN ACCORDANCE 000-C-12018 SUBSTATION FOOTINGS - GENERAL ARRANGEMENT
3.2 FILL AND BACKFILL ADJACENT TO STRUCTURES SHALL BE ’SELECT FILL’ PLACED SPEC-000-C-0102 SUPPLY AND PLACEMENT OF CONCRETE
AND COMPACTED IN ACCORDANCE WITH THE PROJECT SPECIFICATION OR, IF THIS 000-C-12019 SUBSTATION TRANSFORMER COMPOUND - GENERAL ARRANGEMENT AND DETAILS
HAS NOT BEEN PREPARED, WITH SPEC-000-C-00105 EARTHWORKS 4.15 ALL TRAFFICABLE GROUND SLABS SHALL BE SIGN-POSTED WITH DESIGN VEHICLE LOAD.
000-C-12020 SUBSTATION FIREWALL - GENERAL ARRANGEMENT AND DETAILS
3.3 CARE SHALL BE TAKEN TO ENSURE THAT BACKFILLING AGAINST WALLS WILL 4.16 BLINDING CONCRETE (GRADE S15) OF 50mm MINIMUM THICKNESS SHALL BE PLACED UNDER
NOT DAMAGE THE STRUCTURE ALL FOOTINGS AND SLABS 300mm THICK OR GREATER.
4.17 A WATERPROOF (0.2mm POLYTHENE FILM) MEMBRANE SHALL BE PLACED UNDER ALL
CONCRETE NOTES SLABS CAST ON GROUND.
4.0
4.1 ALL CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS 3600 AND 4.18 AT ALL SLAB AND WALL PENETRATIONS, RE-ENTRANT BARS SHALL BE PROVIDED
SPEC-000-C-00102 SUPPLY AND PLACEMENT OF CONCRETE AT ALL RE-ENTRANT CORNERS BEING 1-N16x1200 LONG TO EACH FACE U.N.O.
4.19 RESIN GROUTING OF ANCHOR BOLTS AND/OR DOWEL BARS INTO PREFORMED OR DRILLED
4.2 THE FOLLOWING CONCRETE MIXES SHALL BE USED U.N.O. REFER TO
HOLES SHALL BE CARRIED OUT USING "HILTI HVU OR HIT HY150" INJECTION SYSTEM
SPEC-000-C-00102 SUPPLY AND PLACEMENT OF CONCRETE
INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS UNO
PORT MINES
LOCATION/ELEMENT GRADE LOCATION/ELEMENT GRADE
BLINDING S15 BLINDING S15
STRUCTURAL GENERAL S40 STRUCTURAL GENERAL N32
WHARF WORKS, S50

CAR DUMPER VAULT
& POSITIONER SLAB.
PILING S50P
4.3 CONSTRUCTION JOINTS IN POSITIONS OTHER THAN THOSE INDICATED ON THE DRAWINGS
SHALL BE APPROVED BY THE COMPANY REPRESENTATIVE PRIOR TO PLACING CONCRETE
4.4 ALL RELEVANT SERVICES, EMBEDDED ITEMS, BOLTS, HOLES ETC. SHALL BE VERIFIED
BY THE COMPANY REPRESENTATIVE PRIOR TO PLACING CONCRETE.
4.5 ALL EXPOSED INTERNAL AND EXTERNAL CORNERS IN CONCRETE (EG.PEDESTAL AND
WALL EDGES) SHALL BE PROVIDED WITH A 20mm FILLET OR CHAMFER RESPECTIVELY.
FOR STEELWORK
4.6 COVER TO REINFORCEMENT SHALL BE AS TABLED BELOW U.N.O.
11 GENERAL NOTES
LOCATION COVER 11 REFER TO
GENERAL 50mm
DRG 000-S-12034
BURIED STRUCTURE (BACKFILLED AGAINST GROUND) 50mm
BURIED STRUCTURE (CAST AGAINST GROUND) 75mm
CAST AGAINST BLINDING 50mm
COLUMNS AND PEDESTALS 50mm
4.7 REINFORCEMENT SYMBOLS USED ON THE DRAWINGS ARE:
N DENOTES GRADE 500N DEFORMED BARS TO AS/NZS4671
R DENOTES GRADE 250R PLAIN BAR TO AS1302
SL DENOTES GRADE 500L, WELDED FABRIC TO AS/NZS4671
4.8 EXPLANATION OF NOTATION FOR REINFORCING USED ON DRAWINGS:

EXAMPLE 12N24-L-300T1
12 NUMBER OF REINFORCING BARS (ONLY USED IF LESS THAN 15 BARS)
N24 BAR GRADE AND DIAMETER
L BAR SHAPE TO AS1100.501
300 DISTANCE BETWEEN BAR CENTRES
T1 DESIGNATION OF REINFORCEMENT LAYER - REFER

DIAGRAMS BELOW
F1 N1
T2 T1
T3
N2
B2
B3
B1
F2 EYE
STEELWORK GENERAL NOTES 000-S-12034

EXAMPLE FOOTINGS/SLAB
CONTRACT NUMBER
EXTERIOR INTERIOR
OR PURCHASE ORDER NUMBER
EXAMPLE WALL REFERENCE DOCUMENTS DOC NO

STEELWORK NOTES REMOVED, TITLE BOX REVISED, NOTE 4.9 BHPBIO TO COMPLETE REVIEWER TO COMPLETE DESIGNER/CONTRACTOR TO COMPLETE 16 Aug 10 Plant Design: v6.0
7 24.08.05 NOTES ADDED & REVISED 11 24.08.10 A.B.N. 46 008 700 981
REVISED AND STANDARD CONCRETE DRAWINGS LIST ADDED D
ST
ANDA
RD W AT
ERM
AR
K
CA
FSIO JV MPD JV
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS
E
LU
R
OR U
NT
6 24.01.05 NOTES ADDED & REVISED 10 06.07.09 NOTES 4.2 & 4.9 REVISED SK
M I NT
RON ORE JOI
VE
PRELIMINARY ONLY ...................... .............. ........... NAME J ARMSTRONG

...................................................... DESIGNED BY ...............................................
CONCRETE
NOTES REVISED QUOTATION ONLY ...................... .............. ........... SIGNED ...................................................... DRAWN BY ...............................................
5 9.9.05 NOTE 4.8 & 7.2 REVISED, NOTE 8.15 ADDED 9 29.08.08
DRAWING TITLE REVISED
GENERAL NOTES
WELD NOTE ADDED,GRATING NOTES REVISED DESIGN & HSEC
4 24.3.4 8 10.7.06 NOTE 9.6 ADDED CONSTRUCTION MAY PROCEED ...............................................
STANDARD DRAWING: 000-S-00144 EXCEPT AS NOTED ...................... .............. ........... THIS DRAWING HAS BEEN REVIEWED APPROVED BY
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE NTS
.......................................... A1 DRG. NO.
000 C 00043 /11
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GENERAL NOTES
L K
(FOR 150 SLAB)
J K 300 DIA
FOR SLAB REINF. SCABBLE JOINT SURFACE 400 SQ 8 1. FOR CONCRETE GENERAL
- - - - ANCHOR BOLTS
200 MIN
FOR SLAB REINF. REFER TO DESIGN AND APPLY APPROVED 450 DIA NOTES REFER DRAWING 000-C-00043.
L REF. DESIGN DRGS
20 REFER TO DESIGN DRAWINGS BONDING AGENT FOR SLAB REINF.
- PEDESTAL
DRAWINGS FOR SLAB REINF. REFER TO DESIGN
75 75 75 MIN 20
DRAWINGS SCABBLE C.J. FACE N16 RE-ENTRANT BAR UNDER
REFER TO DESIGN
CLEAN & WET PRIOR RL T.O. PEDESTAL TOP LAYER OF REINFORCEMENT
DRAWINGS
TO NEXT POUR REFER DESIGN DRAWING OPTION A - PREFERRED
T
T
T
1 400 PEDESTAL REINFORCEMENT

2 (TYP) REFER DRAWING 000-C-00047
CUT ALTERNATE BARS OF LAP
400 400 1ST POUR 2ND POUR C.J.
REINFORCEMENT AT THIS POINT EDGE THICKENING
DRAWING
UNO ON
1ST POUR 2ND POUR
DESIGN
AT SLAB - SLAB
00
LAP REINFORCEMENT UNO
300
12
NOTE: NO SPLICES IN REINFORCEMENT PEDESTAL OR INTERFACE ONLY
ACROSS SHRINKAGE JOINT 1
WALL OR SLAB
1
= = 6N12-JJ-200 EW
DETAIL A DETAIL B DETAIL C DETAIL D
1000 x (1000) DETAIL Q
- - - - SLAB REINFORCEMENT
OPTION A -
EXPANSION JOINT - SLABS LESS THAN 200 THICK CONTROL JOINT - SEALED CONSTRUCTION JOINT - SEALED ISOLATION JOINT
T = SLAB THICKNESS AS NOTED ON DESIGN DRAWINGS SLAB / PEDESTAL INTERSECTION
NOMINATED AS "CJ" ON DRAWINGS NOMINATED AS "IJ" ON DRAWINGS
DETAIL R
300 MIN-1200 MAX

NOMINATED AS "SCJ" ON DRAWINGS
NOMINATED AS "DEJ" ON DRAWINGS -
300 LAP
KERB HEIGHT
TYP
MINOR COLUMN PEDESTAL
150 MIN-300 MAX

150 MIN-300 MAX
N12-LL-200
RAMP HEIGHT
KERB HEIGHT
SL81 MESH REFER DESIGN DRAWINGS
150
50 TOP COVER
1.4T OR 300 MIN
N12-LL-200
ANCHOR BOLTS 500
150 N12-300 LAP N16 RE-ENTRANT BAR UNDER
300 REF DESIGN DRGS
12 RAD TOP LAYER OF REINFORCEMENT TYP
REFER TO DESIGN DRAWINGS
N16-200 N12-V-200 LAP RL T.O.PLINTH
FOR SLAB REINFORCEMENT BENT AS SHOWN.
1:10 M SCABBLE C.J. FACE
AX REFER DESIGN DRAWING OPTION B - WHERE OPTION A
N16 N16-L-200 CLEAN & WET PRIOR
IS IMPRACTICAL
TO NEXT POUR
T
FGL. C.J. DETAIL T
DRAWING
UNO ON
DESIGN
OPTION B -
300
1
TYP UNO 2-N16
2 1
200
MIN
N12-L-400 SLAB / PEDESTAL INTERSECTION

300 0.2mm WATER PROOF 2-N16 TYP 1
MEMBRANE TYPICAL 150 TYP
SL81 MESH SLAB REINF.
50 BTM COVER ALL SIDES
DETAIL E DETAIL F DETAIL G DETAIL H LOCATE CONDUIT
- - - - DETAIL S 100 EC AS SHOWN ON
32 HD UPVC CONDUIT EC
- C/W END CAPS AND DRAW NOM BOLT GROUP
SLAB EDGE THICKENING SLAB EDGE KERB (AS DETAIL E UNO) SLAB EDGE KERB (AS DETAIL E UNO) RAMP (AS DETAIL F UNO) 8
WIRE - REFER TABLE FOR
Y
PLINTH ON NEW SLAB
LOCATION
5mm RADIUS
5mm RADIUS
FOR ALTERNATIVE BRUSHED CORNERS
THIS END WRAPPED BRUSHED CORNERS
DETAILS REFER TO
20
IN DENSO TAPE DETAIL M (THIS DRAWING) 20 150
20
CONDUIT LOCATION NOM
40x8FL WELDED POLYURETHANE SQUARE PEDESTAL
POLYTHENE OR T A D CRS. (SQUARE PEDESTAL) CIRCULAR PEDESTAL
TO BARS IN GROUPS JOINT SEALANT
20
OF FOUR PVC CAP (PROFILE SURFACE) SIZE DIM ’Y’ OUTSIDE FACE OF 14 HOLES REFER
20
150 500 R20 - 300
ASSEMBLY TO BE POLYURETHANE BUILDING OR STRUCTURE STRUCTURAL DRAWING
200 500 R24 - 300
NOT DIP 250 600 R32 - 300 JOINT SEALANT EXPANDED 400 200 ON THIS SIDE 32 UPVC
1ST POUR 2ND POUR EXPANDED
GALVANISED 300 600 R36 - 300 (PROFILE SURFACE) POLYETHYLENE CONDUIT
POLYETHYLENE 600 190
BACKING BOARD
= DIMENSION A = 30 BACKING ROD
D - DENOTES DOWEL REINFORCEMENT SIZE 700 215
NOM
45
T - DENOTES SLAB THICKNESS AS NOTED ON
900 200 1000
DESIGN DRAWINGS DETAIL K DETAIL L
>900 200 WHICHEVER GOVERNS MIN
- -
DETAIL J JOINT DETAIL FGL.
JOINT SEALANT DETAIL TAPE BOTH ENDS OF CONDUIT
-
500
MIN
225
MIN
DOWEL BAR
STEEL STAIR REFER CONCRETE
LADDER DETAILS REFER PEDESTAL
TO DRG 000-S-0119
TO DRG 000-S-00120 END OF CONDUIT EC TO FINISH
500 LONG 20SQ. DOWEL PROVIDE A BROOMED 600 FALL ALL TREADS 10mm
1000mm PAST EXTERNAL FACE
AND PROVIDE A BROOMED PROVIDE A BROOMED
CENTRALLY LOCATED USING NON SLIP FINISH OF CLOSEST ADJACENT SLAB/KERB 300mm RADIUS BEND
NON SLIP FINISH NON SLIP FINISH
DOWEL FORM SLEEVES
150 NOM
25 GOING
150 NOM
(DANLY DOWELMASTER K SL62 MESH EARTH CABLE CONDUIT DETAIL STEEL REINFORCING
TYP TYP SL62 MESH
OR SIMILAR APPROVED) DESIGNATED EC ON DESIGN DRAWINGS
RISE
TYP
-
WP 12 RAD TOOLED
12 RAD TOOLED
CORNERS WP
T
CORNERS
300
FGL.
300
180
FGL. N16-L-200
1 REFER DESIGN DRAWINGS
(FOR 150 SLAB)
2 (TYP) DOWEL BARS

400 400 12 RAD TOOLED
200 MIN
220 1 GOING CORNERS

2ND POUR 1ST POUR 220 EXISTING SLAB
WP
0
15
REINFORCEMENT
T SPACING 1200 x (1200)
300
1000 x (1000) NOT SHOWN
150 350 UNO ON DESIGN DRAWING N12-300 C.J.

NOSING LINE UNO ON DESIGN DRAWING
200 250 150
N12-VV-300
STEELWORK STAIRS
TYP
DETAIL DETAIL
106
M N DETAIL U ARRANGEMENT AND DETAILS
000-S-00119
DETAIL P DETAIL V
- - DRILL HOLES IN EXISTING
- - - STEELWORK AND CONCRETE GENERAL NOTES 000-C-00043
SLAB TO SUIT DOWELS.
NOMINATED AS "DEJ-A" ON DRAWINGS STAIR FOOTING DETAIL CLEAN & EPOXY GROUT PLINTH ON EXISTING SLAB CONTRACT NUMBER
CONCRETE STAIR DETAIL LADDER FOOTING DETAIL
BARS INTO SLAB ALL DETAILS AS PER
DETAIL ’S’ UNO REFERENCE DOCUMENTS DOC NO

31 Aug 10 Plant Design: v6.0
BHPBIO TO COMPLETE REVIEWER TO COMPLETE DESIGNER/CONTRACTOR TO COMPLETE
7 29.06.09 EARTHING CONDUIT TYPE ’ER’ DELETED 3 24.01.05 EARTHING CONDUIT DETAIL MODIFIED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
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D K
CA
FSIO JV MPD JV
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6 10.02.09 EARTHING DETAIL UP-DATED 2 26.08.04 REINFORCEMENT REVISED SK
M I NT
RON ORE JOI
VE
PRELIMINARY ONLY ...................... .............. ........... NAME J. ARMSTRONG

...................................................... DESIGNED BY ...............................................
CONCRETE
QUOTATION ONLY ...................... .............. ........... SIGNED ...................................................... DRAWN BY ...............................................
5 29.08.08 SLAB SCHEDULE REMOVED. DRAWING TITLE REVISED. 1 07.02.03 EARTHING CONDUIT DETAIL ADDED
GROUND SLABS
4 24.08.05 NOTE REVISED 8 16.08.10 EARTHING BOND, CONDUCTOR AND CONNECTOR DELETED CONSTRUCTION MAY PROCEED
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00044 /8
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GENERAL NOTES
1. FOR STEELWORK AND CONCRETE GENERAL
N10 LUGS AT 750 MAX CRS 25 FLAT OR PLATE 20 FLAT OR PLATE
NOTES REFER DRG 000-C-00043
(END LUG TO BE 150 FROM
5 5 CAST-IN ANGLE
END OF ANGLE) 3 100-150 3 100-150
FLUSH WITH N10 LUGS AT 750 MAX CRS 2. CAST-IN STEELWORK REFERENCE CODE
5 CFW TO ANGLE 3 100-150 3 100-150
CORNER (END LUG TO BE 150 FROM 20 SHALL BE SHOWN ON THE DESIGN
GRATING
END OF ANGLE) DRAWINGS AS :-
(F SERIES)
5 CFW TO ANGLE
’X’
ED2-65x65x6-40
3
CAST-IN STEELWORK DIMENSION "X"
- (IF APPLICABLE)
’X’
REFER REFERENCE CODE R 25
50
R25 (TYP) THICKNESS
(NOTE 2) TYP.
50
VERTICAL LEG
0
STANDARD HUCK BOLT
15
^ DIMENSION
45 (OR SIMILAR APPROVED)
^ HORIZONTAL LEG
45 FIXING AS PER DRG No
0
DIMENSION
15
000-S-00087
CAST-IN EDGE
DETAIL TYPE
TYPE ED4 3. ALL CAST-IN ITEMS TO BE HOT DIP

GALVANISED AFTER FABRICATION.
CAST-IN EDGE DETAIL TYPE ED1 CAST-IN EDGE DETAIL TYPE ED2 CAST-IN EDGE DETAIL TYPE ED3 CAST-IN EDGE DETAIL TYPE ED4
CAST-IN ANGLE (AS DETAIL TYPE ED1 UNO) CAST-IN ANGLE (AS DETAIL TYPE ED1 UNO)
FLOOR PLATE
FLAT OR PLATE
4
N10 LUGS AT 750 MAX CRS 50
N10 LUGS AT 750 MAX CRS -
(END LUG TO BE 150 FROM 25 STAGGER ALTERNATE LUGS REMOVABLE HANDRAIL
END OF ANGLE) 6
(END LUG TO BE 150 FROM REFER TO DRAWING
5 CFW TO ANGLE 6
END OF CHANNEL) 000-S-00121 MGLP-R8 HUCK BOLT
5 CFW TO CHANNEL 170x235x16 OR SIMILAR APPROVED
SCREED BAR
60.3ODX4.5WT. (1 PER PLATE TAB)
4-N12 LUGS
’X’
3
50 PIPE SLEEVE TYP
d
45%%
G AT 100 CRS
3
65x65x6EA
100
15
300 MAX
150
0
R25 (TYP) TYPE ED2
100
TYP
0
15
^ A
45
50
FACE OF WALL OR SLAB
35
-
G AND CAST-IN ITEM
45^
TYP
50
R25 (TYP) 6 AT 750 CRS MAX
2 SIDES &
BOTTOM 4
150
100
25
CAST-IN EDGE DETAIL TYPE ED5 CAST-IN EDGE DETAIL TYPE ED6 CAST-IN EDGE DETAIL AT CORNERS CAST-IN PLATE FOR HANDRAIL POSTS R
75
1
-
400 SECTION 3
TYP -
NOTE, EXTEND CAST-IN
SECTION 4
2
PLATE TO T.O.CONCRETE
-
FOR STAIR CONNECTION 2-N16 200 3 - SIM
(PER ROW) 3
= = FACE OF CONCRETE
35 REF
140
FIXING OF NON-REMOVABLE
DIA. 24 DEFORMED
= = FL. LEVEL
FLOOR PLATE OR GRATING
35
REINFORCEMENT BAR
MIN
100
RL T.O. PLATE LUG

RL T.O.S. NOTE: WHEN THIS DETAIL IS USED
50
MEMBER DEPTH+70
REFER DESIGN APPLY PROTECTIVE COATING

REFER DESIGN G
250 MAX CRS
(2 ROWS MIN)
250 CRS. MIN. (PREFERED)

150 MIN CRS
DRAWINGS
OVER 6000 MUST HAVE A CAGE

SYSTEM G/2 TO SPEC 000-S-00061
DRAWINGS
6000 MAX. FLOOR HEIGHT
40
350 MAX. CRS.
100 220
R50 (TYP)
16 PL
SECTION 2
TYP
100
6 NTS -
35 MIN
150
16 PLATE
A TYP
-
20 NOM
250 PREFERED
SECTION 1 DETAIL A
FL. LEVEL
- -
350 MAX.
150 MIN.
CAST-IN PLATE CP1
INDIVIDUAL RUNG LADDER STEELWORK AND CONCRETE GENERAL NOTES 000-C-00043
CONTRACT NUMBER

NON-REMOVABLE FLOOR PLATE OR GRATING BHPBIO TO COMPLETE REVIEWER TO COMPLETE DESIGNER/CONTRACTOR TO COMPLETE 27 Aug 10 Plant Design: v6.0
3 07.09.10 A.B.N. 46 008 700 981
FIXING DETAILS ADDED D
ST
ANDA
RD W AT
ERM
AR
K
CA
FSIO JV MPD JV
SECTION 250 MAX CRS. ADDED DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS
E
LU
R
OR U
NT
2 29.08.08 SK
M I NT
RON ORE JOI
VE
DRAWING TITLE REVISED J. ARMSTRONG

CONCRETE
CAST-IN EDGE DETAIL WELDING REVISED QUOTATION ONLY ...................... .............. ........... SIGNED ...................................................... DRAWN BY ...............................................
1 26.8.04
RUNG LADDER DIMENSIONS REVISED
CAST-IN ITEMS
0 22.10.02 ISSUED FOR CONSTRUCTION CONSTRUCTION MAY PROCEED
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE .......................................... A1 DRG. NO.
000 C 00045 /3
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
AND THREAD
AND THREAD
AND THREAD
PROJECTION
PROJECTION
PROJECTION
POLYSTYRENE SLEEVE BLOCKOUT BLOCKOUT AS BLOCKOUT AS PER 1 FOR STEELWORK AND CONCRETE GENERAL NOTES
3D
LENGTH
PER TYPE AB1. TYPE AB1. (TYP)
LENGTH
LENGTH
TO BE REMOVED BY REFER TO DRAWING 000-C-00043.
STEELWORK CONTRACTOR HEX NUT
BASE PLATE
STANDARD WASHER 2 STEELWORK CONTRACTOR TO REMOVE BLOCKOUTS
BEFORE GROUTING TYPICAL
PRIOR TO ERECTING STEELWORK. BLOCKOUTS TO BE
REFER TO TABLE 2.
COMPLETELY FILLED WITH GROUT WHEN BASE PLATES
TOP OF CONCRETE TOP OF CONCRETE TOP OF CONCRETE ARE GROUTED.
PROJECTION
7D
3 ANCHOR BOLTS, NUTS, WASHERS, WASHER PLATES,
EMBEDMENT
SLEEVES AND ANCHOR PLATES, TO BE HOT DIP

GALVANISED AFTER FABRICATION.
GROUT
EMBEDMENT
EMBEDMENT
D BOLT DIA
4 BOLT THREADS TO COMPLY WITH AS1275
TOP OF CONCRETE
D BOLT DIA D BOLT DIA
5 BOLT MATERIAL TO BE GRADE 250 TO AS3679
OR GRADE 4.6 UNO.
3D TYP.
3D SCABBLE AND CLEAN
BOLT TO AS1111 RADIUS 6 NUTS TO BE GRADE B TO AS1112
PRIOR TO GROUTING
D BOLT DIA
7 THREADS TO BE FULL PROJECTION LENGTH UNO.
TYPE AB1
10 D
TO SUIT
MAXIMUM SIZE 24 DIA. BOLT PROJECTION DETAIL 8 CIVIL CONTRACTOR TO ENSURE THREADS ARE
CLEAN AND UNDAMAGED AFTER CONCRETE POUR.
TYPE AB2 TYPE AB3
9 ANCHOR BOLTS TO BE SUPPLIED COMPLETE WITH 1 NUT
ANCHOR BOLT DESIGNATION REFERRED SUPPLY 2-NUTS & AND 1 STANDARD WASHER PER PROJECTION UNO.
TO AS 2 BOLTS ON DESIGN DRAWINGS 2 WASHERS PLATES
AND THREAD
LEGEND
PROJECTION
1
-
SUPPLY 2-NUTS &
LENGTH
2 STD WASHERS ANCHOR BOLT MARK DESIGNATION
AND THREAD
PROJECTION
AND THREAD
AND THREAD
PROJECTION ANCHOR BOLT MARKS AS SHOWN ON THE DESIGN
PROJECTION
DRAWINGS ARE TO BE INTERPRETED AS THUS;
LENGTH
D BOLT DIA
BLOCKOUT AS
LENGTH
LENGTH
PER TYPE AB1. 2-AB2-B-24-450-120
TEMPORARILY PLUG UNTIL
READY FOR GROUTING
400
PROJECTION/THREAD
400
270
0
EMBEDMENT
57
TOP OF CONCRETE TOP OF CONCRETE 100SQ.x12THK.
PLATES T & B
BOLT DIAMETER ’D’
TOC TOC WITH 40 HOLE
ON .
A=NO BLOCKOUT, B=BLOCKOUT
EMBEDMENT
(THREADED)
N NOM SLEEVE DIA REFER TO
ANCHOR BOLT TYPE
EMBEDMENT
TABLE 1
300
(THREADED)
D BOLT DIA
EMBEDMENT
EMBEDMENT
430
NUMBER OF BOLTS IN EACH
GRADE C250 CHS TO AS1163 GROUP
MIN WALL THCKNESS 4.5mm SECTION 1
-
HOLE DIA AT CENTRE HOLE AT CENTRE OF
AND THREAD
M36
PROJECTION
OF (D + 2mm) OF PL (D+2mm) DIA
GRADE 8.8/S
THREAD
LENGTH
THREAD
LENGTH
LENGTH
M36
2D
2D
GRADE 8.8/S TYPE AB8

A
TYPE AB7 -
T
W W
REFER TABLE 1.
TOC
REFER TABLE 1. SQ TACK WELD TACK WELD
SQ
2 LOCATIONS MIN. 2 LOCATIONS MIN.
DUCT LENGTH = EMBEDMENT + 2D + 30

ALTERNATIVE FOR GRADE 8.8 TYPE AB5
BOLT REFER TO AB6.
STEEL VSL POST
LOCK NUT TENSIONING DUCT
TYPE AB4
THREAD LENGTH
REFER TABLE FOR

DUCT DIMENSIONS
EMBEDMENT
50
TYPICAL ANCHOR
T
TABLE 2 DETAIL A BOLT & POST

6
W PREFERRED ANCHOR BOLT DIMENSIONS - TENSIONING DUCT
2D THREAD
LENGTH
DETAIL
SQ BOLT EMBEDMENT EMBEDMENT
PROJECTION WELD NUT TO BOLT
DIAMETER AB1, AB2 & AB3 AB4, AB5 & AB6
6 CFW CAT GP
M12 300 250 80 (ALTERNATIVELY USE
ALL OTHER DETAILS REFER TYPE AB4.
M16 400 350 90 STANDARD BOLT HEAD)
30
ALTERNATIVE DETAIL FOR GRADE 8.8 BOLT M20 500 400 100
TYPE AB6 M24 600 500 110 TABLE 3

M30 750 600 130 POST TENSIONING DUCT TABLE
M36 900 750 150 BOLT DUCT DUCT CAP END USING 1.5mm THICK PLATE
TABLE 1 M42 1050 850 165 DIAMETER ID OD SPOT WELD TO DUCT & SEAL
ALL ROUND WITH SILICONE
TYPE BOLT DIAMETER ’D’ 12 16 20 24 30 36 42 48 56 64 M48 1200 950 180 M30 75 82
AB4 & W 30 40 50 60 75 90 105 120 140 160 M56 1400 1150 200 M36 TBA TBA TYPE AB9 - MODULARISATION
ANCHOR PL
AB6 T 10 10 12 12 16 16 20 20 25 25 M64 1600 1300 225 M42 100 107
000-C-00043
STEELWORK & CONCRETE GENERAL NOTES
W - - 100 130 150 150 180 200 200 240 NOTE: REDUCE EMBEDMENT WHERE NECESSARY IN ORDER M48 120 127
ANCHOR PL
AB5 T - - 12 12 16 16 20 20 25 25 TO MAINTAIN THE COVER DIMENSION SPECIFIED ON M56 120 127 CONTRACT NUMBER
000-C-00043
SLEEVE N - - 75 75 100 100 140 140 165 165 M64 TBA TBA

28 May 09 Plant Design: v5.2
3 24.01.05 TABLE 2 REVISED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
ANCHOR BOLT ’TYPE AB9 - MODULARISATION’ DETAIL ADDED DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS
E
LU
R
OR U
NT
6 29.06.09 2 26.8.04 NOTE REMOVED SK
M I NT
RON ORE JOI
VE
POST TENSIONING DUCT TABLE ’3’ ADDED J. ARMSTRONG

CONCRETE
5 29.08.08 DRAWING TITLE REVISED & NOTE ADDED 1 13.12.02 ANCHOR PLATES REVISED
ANCHOR BOLTS
4 10.05 TABLE 2 EMBEDMENT DEPTHS REVISED 0 22.10.02 ISSUED FOR CONSTRUCTION CONSTRUCTION MAY PROCEED
DESIGN & SAFETY
APPROVED BY
............................................... TYPICAL DETAILS
NO DATE By approving revisions, the Designer/Contractor confirms that
the Design Changes are in accordance with SEP 58
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE NO DATE By approving revisions, the Designer/Contractor confirms that
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00046 /6
H:\Central Services\Engineering\Standards\1.Civil\1.Active (Perth)\000-C-00046_6.dgn 22/07/2009 11:01:02 AM lrobinson
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
DOUBLE EXTERNAL TIE GENERAL NOTES
4
ANCHOR BOLT DETAIL
1. FOR CONCRETE GENERAL
75 MAX
50 MIN
REFER DRG 000-C-0046
NOTES REFER DRAWING 000-C-00043
RL TOP OF PEDESTAL EXAMPLE ONLY
T2 FOOTING F1
300
MIN
=
B2 PEDESTAL SIZE 600 SQ
L
FGL FGL TOP OF PEDESTAL RL 85.500
U/S OF FOOTING RL 81.500
B1
T1
F1 FOOTING LENGTH (L) 3000
COMPACTED FILL
2 SETS OF TIES EXTRA FOOTING WIDTH (W) 1500
TO SPECIFICATION REFER TYPICAL
AT TOP OF PEDESTAL
TYP PEDESTALS DETAIL FOOTING DEPTH (D) 750
REFER TYPICAL ANCHOR BOLTS 4-AB4-B-24-600-100
W ANCHOR BOLT CTRS (X x Y) 120 x 120
PEDESTAL DETAIL SCABBLE CJ FACE
CLEAN & DAMPEN PRIOR = = TOP REINF N20-LL-200T1 N24-LL-200T2
SCABBLE CJ FACE
50 TYP
TOP REINFORCEMENT TO NEXT POUR CLEAN & DAMPEN PRIOR BOTTOM REINF N20-LL-200B1 N20-LL-200B2
T1 TO NEXT POUR SINGLE PAD FOOTING

T2
50
CJ CJ CJ ALTERNATIVE TIE
ARRANGEMENT
EXAMPLE ONLY WHERE APPLICABLE
0.5 (D)
FOOTING F2
D
D
T2 PEDESTAL SIZE 600 SQ - AT
PEDESTAL CRS
COG COG
FTG
B2 PEDESTAL CENTRES 3000
=
TOP OF PEDESTAL RL 85.500
L
U/S OF FOOTING RL 81.500
RL U/S OF FOOTING
B1
FOOTING LENGTH (L) 4500
T1
B1 B2 FOOTING WIDTH (W) 1500
FOOTING DEPTH (D) 750
BOTTOM ANCHOR BOLTS 4-AB4-B-24-600-100
REINFORCEMENT 50 BLINDING LAYER
ANCHOR BOLT CTRS (X x Y) 120 x 120
L F2
L TOP REINF N20-LL-200T1 N24-LL-200T2
BOTTOM REINF N20-LL-200B1 N20-LL-200B2
W
COMBINED PAD FOOTING
SINGLE PAD FOOTING = = COMBINED FOOTING
ALL DETAILS AS PER SINGLE PAD FOOTING UNO
TYPICAL PAD FOOTING AND PEDESTAL
4 CALL-UP FOR DESIGN DRAWINGS
N12-HT-300 N12-HT-300 N12-HT-300
4 +2R10-HH-300 IN SETS +2N12-HH-300 IN SETS +N12-300 TIES IN PAIRS
400 REFER FOOTING SECTION 600 REFER FOOTING SECTION REFER FOOTING SECTION
700 X X
FOR ADDITIONAL LIGS FOR ADDITIONAL LIGS FOR ADDITIONAL LIGS 900
R10-HT-200 = = = = = = = = = =
REFER FOOTING = =
X X X 16N32-L 20N32-L
SECTION FOR X
ADDITIONAL LIGS = = = = = = 400 COG TYP 400 COG TYP
4N24-L 8N24-L 8N28-L = = 12N32-L
400 COG TYP 400 COG 400 COG 400 COG
1050
1200
= =
= =
TYP TYP TYP
Y
=
=
=
= =
= =
= =
= =
400
N12-CT-250
600
700
900
N12-CT-250
Y
Y
REFER FOOTING REFER FOOTING
=
=
SECTION FOR SECTION FOR
ADDITIONAL LIGS ADDITIONAL LIGS
1050 DIAMETER PEDESTAL 1200 DIAMETER PEDESTAL

ALTERNATIVE TIE ARRANGEMENT ALTERNATIVE TIE ARRANGEMENT
600 SQ PEDESTAL HT HT REFERENCED AS ’1050 DIA. - AT’ REFERENCED AS ’1200 DIA. - AT’
400 SQ PEDESTAL 700 SQ PEDESTAL 900 SQ PEDESTAL
ON DESIGN DRAWINGS. ON DESIGN DRAWINGS.
HH CT
ALTERNATIVE TIE ARRANGEMENT ALTERNATIVE TIE ARRANGEMENT ALTERNATIVE TIE ARRANGEMENT
HH CT
REFERENCED AS ’600 SQ - AT’ REFERENCED AS ’700 SQ - AT’ REFERENCED AS ’900 SQ - AT’
ON DESIGN DRAWINGS. ON DESIGN DRAWINGS. ON DESIGN DRAWINGS.
HT HT
HT TYP
X
X X X
= =
= = = = = =
12N32-L
6N20-L 10N20-L 10N24-L 400 COG TYP
300 OR 450
400 COG TYP 400 COG TYP 400 COG TYP

PEDESTAL
= =
900
600
= =
Y
= =
= =
750
Y
4
N12-CT-300
R10-CT-200 N12-CT-300 N12-CT-300 REFER FOOTING
REFER FOOTING REFER FOOTING REFER FOOTING SECTION FOR
SECTION FOR SECTION FOR SECTION FOR ADDITIONAL LIGS
ADDITIONAL LIGS ADDITIONAL LIGS ADDITIONAL LIGS
900 DIAMETER PEDESTAL CT
ALTERNATIVE TIE ARRANGEMENT

300 AND 450 DIAMETER PEDESTAL 600 DIAMETER PEDESTAL
750 DIAMETER PEDESTAL REFERENCED AS ’900 DIA. - AT’
ON DESIGN DRAWINGS.
STEELWORK AND CONCRETE GENERAL NOTES 000-C-00043
HH
CONTRACT NUMBER
NOTE: ROUND PEDESTALS TO BE USED U.N.O

3 29.08.08 DRAWING TITLE REVISED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
E
LU
R
OR U
NT
2 26.08.04 REINFORCEMENT REVISED SK
M I NT
RON ORE JOI
VE

...................................................... DESIGNED BY ...............................................
CONCRETE
1 13.12.02 N12 TIES WERE R10 TIES
FOOTINGS AND PEDESTALS
STEELWORK NOTE DELETED, N12 WAS R10 AND
4 24.08.10
200 LIGS SPACING WAS 300
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00047 /4
q:\000_general\transfer\waio standards\waio standard - generic\structural\issues\000-C-00047_4.dgn 1/09/2010 8:27:48 AM dix37056
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
6 1. FOR CONCRETE NOTES

REFER TO DRAWING 000-C-00043.
2. WHERE APPROVED THESE FOOTINGS MAY BE

3600 PRECAST. DETAILS OF CONTRACTOR-DESIGNED
CAST-IN LIFTING LUGS SHALL BE SUBMITTED
FOR APPROVAL.
FOR PEDESTAL REINFORCEMENT
"A" = PEDESTAL CENTERS REFER TO STANDARDS DRG. 3. WHERE PRECAST, FOOTING
000-C-00047 SHALL BE MARKED WITH WEIGHT AND CENTRE
6 OF GRAVITY.
CONVEYOR
4. FOR TYPICAL ANCHOR BOLT DETAILS REFER
TO DRAWING 000-C-00046.
PEDESTAL HEIGHT FOR LOW LEVEL MODULES
450
5. TO BE 450mm UON BY DESIGN ENGINEER TO
NOMINAL GL REFER NOTE ’4’
INCREASE GROUND COVER.
150
6. PEDESTAL HEIGHT FOR MID LEVEL MODULES TO BE
600mm UON BY DESIGN ENGINEER.
400
7. PEDESTAL NAMING CONVENTION TO BE USED TO ID
FOOTINGS ON FOOTING LAYOUT DRAWINGS
1000
8. FOR MINE LOW LEVEL MODULE FOOTINGS REFER
200 MIN. LAP

FOOTING
TO DRAWING 000-C-12000.
N16-PL-200T1 & B1
N16-PL-250T2 & B2
50mm BLINDING
450 (IF NOT PRE-CAST)
FOOTING NAMING CONVENTION
1
-
PL 1 - 2450/450
FOR ANCHOR BOLT TYPE AND PATTERN SECTION 1 PORT LOW LEVEL MODULE FOOTINGS
REFER FOOTING LAYOUT DRAWINGS
- PEDESTAL HEIGHT "B"
PORT LOW LEVEL MODULE FOOTING PEDESTAL CENTRES "A"
FOOTING TABLE PEDESTALS

ANCHOR BOLT TYPE
BELT WIDTH CENTRES ’A’

CONVEYOR MODULE ID
1200 1840
1500 2040 PM 1 - 2450/600
4000 1600 2240 PEDESATAL HEIGHT "B"
FOR PEDESTAL REINFORCEMENT 1800 2450

REFER TO STANDARDS DRG. PEDESTAL CENTRES "A"
"A" = PEDESTAL CENTERS

000-C-00047 2000 2640
ANCHOR BOLT TYPE
2200 2840
CONVEYOR MODULE ID
CONVEYOR
NOMINAL GL PL = PORT LOW LEVEL MODULE
600
REFER NOTE ’5’
PM = PORT MID LEVEL MODULE
300
400
1200
200 MIN. LAP

FOOTING
N16-PM-200T1 & B1
N16-PM-250T2 & B2
450
50mm BLINDING
(IF NOT PRE-CAST)
FOR ANCHOR BOLT TYPE AND PATTERN

SECTION
1
REFER FOOTING LAYOUT DRAWINGS 1

-
PORT MID LEVEL MODULE FOOTINGS
6 PORT MID LEVEL MODULE FOOTING
2-AB4-B-20-450-100 1-AB7-A-36-430-270
HD BOLTS (TYP) FOOTING WEIGHTS
BELT DIRECTION
6
LOW LEVEL MODULE = 3.4 TONNE (450 HIGH PEDESTALS)
FOOTING
60
MID LEVEL MODULE = 5.4 TONNE (600 HIGH PEDESTALS)

60
60
MINES LOW LEVEL MODULE FOOTINGS 000-C-12000
FOOTINGS AND PEDESTALS 000-C-00047

TYPE ’1’ PREFERRED TYPE ’2’ USE WHEN GROUND SETTLEMENT
IS EXPECTED
CONVEYOR LOW LEVEL MODULES 000-S-00124
ANCHOR BOLT SET OUTS STEEL AND CONCRETE GENERAL NOTES 000-C-00043
CONTRACT NUMBER

3 16.10.06 FOOTING DETAILS REVISED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
STEELWORK NOTE DELETED, FOOTING WEIGHTS, FOOTING DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS - PORT
E
LU
R
OR U
NT
6 24.08.10 2 24.08.05 FOOTING DIMENSIONS FOR 1600 BELT ADDED SK
M I NT
RON ORE JOI
VE
TABLE BELT WIDTH AND PORT LABEL ADDED J. ARMSTRONG

CONCRETE
TITLE REVISED, NOTE 7 REVISED. QUOTATION ONLY ...................... .............. ........... SIGNED ...................................................... DRAWN BY ...............................................
5 10.02.09 1 26.8.04 REINFORCEMENT REVISED
MINE LOW LEVEL FOOTING REF ADDED
PORT CONVEYOR MODULE FOOTINGS
FOOTING NAMING CONVENTION & DETAILS REVISED
4 02.09.08
ADDITIONAL NOTES ADDED TO SUIT
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00048 /6
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
LADDER LOCATION FOR
TYPICAL LADDER
TYPE 3 PIT ONLY. 1. FOR STEELWORK AND CONCRETE GENERAL
LOCATION FOR
FOR ORIENTATION NOTES REFER DRG 000-C-00043
TYPE 1 & 2 PIT.
REFER DESIGN DRG. "A" + 100
FOR ORIENTATION "A" + 100
REFER DESIGN DRG. = = 2. ALL CAST-IN ITEMS TO BE HOT DIPPED
GALVANISED AFTER FABRICATION
250 250 "A" + 100 250 250 = =
3. SIGNAGE TO BE PLACED ADJACENT TO PIT
TYP TYP TYP TYP
"CONFINED SPACE ENTRY PERMIT REQUIRED"
FALL
GALVANISED 180PFC "A" - 20 5
450
SUPPORT REQUIRED PLUS CONFINED SPACE NUMBER
TYP
200
200
FOR TYPE 3 PIT ONLY
50x50x6 EA TYP
TYP
200
295 I/S CUTOUT
50x50x6 EA TYP
"A" + 100
"A" - 20
DRAIN
PIT
=
SLOPE FLOOR TO
DRAIN OPENING
BACK OF
CHANNEL
CUTOUT CENTRAL TO
FALL
1 PANEL WITH 30x5 STIFF
(BANDED EDGE IF GRATING)
38
295 I/S CUTOUT

"A" + 100
-
200
"A" + 100
"A" - 20
95
0.25 ’A’
200
C
50x50x6 EA TYP
-
=
TYPE 1 PIT 1 SEGMENT
200
0.25 ’A’ C 1
3 - -
"A" SQUARE 200
-
1
CAST-IN TYP PIT CUTOUT DETAIL
PLAN 350
LUG C
255 O/S
"B"
-
= =
FOR CAST-IN RUNG
A TYP DETAILS REFER TYPE 2 PIT 2 SEGMENTS TYPE 3 PIT 4 SEGMENTS
450 TYP DRG 000-C-00045
6 FLOOR PLATE
-
COVER
= = PEDESTRIAN TRAFFIC
RL TOC
6 PIT COVER DETAILS
255 O/S
30x5 STIFFENERS
NOM
200
= =
4 PLACES
350
RL FGL ALL COVERS TO BE 5 FLOOR
DETAIL ALL COVERS TO BE HOT DIP GALV,
E
(3kPa OR 2kN POINT LOAD)
-
250 CRS MIN - 350 CRS MAX
250 CRS PREFERRED
50x150LG HAND
HOLE CUTOUT
E
2
-
TYP
10 CLEAT
- 2-M16 BOLTS PIT CUTOUT COVER DETAIL
"D"
HOT DIP GALVANISED
PROVIDE 2- 18x45
HORIZ SLOTTED
REINFORCEMENT
2-N12 LUGS 80 30 HOLES IN SPEC
REFER PIT TABLE
180
RL TOC 100
DROP DOWN HANDLE 12 CAST-IN
70
16 BAR
FALL R6 TYP
70
FALL
50
"B"
100
150 MIN ~ 350 MAX
PFC SUPPORT
250 PREFERRED
100
28 HOLE IN FLOOR
R25 TYP
250
100
6
6
100
50 BLINDING
25 40x5 FLAT
CONCRETE
150
NOM WELD TO BAR
D TYPICAL
DETAIL A CAST-IN BRACKET

SECTIONAL VIEW
-
DETAIL C TYPICAL HANDLE SECTION 2
- -
"D" REINFORCEMENT MINIMUM LAP TO
DISPLACE
PIT TYPE "A" "B" (MAX) (TYP. EACH WAY) REINFORCEMENT REINFORCEMENT
200 MIN AROUND DRAIN
NOM
TYPE 1 1000 150 1500 N12-300 400
TYPE 2 1500 150 2000 N12-250 400 *

TABLE OF COVER WEIGHTS (kg)
TYPE 3 2000 200 2500 N16-200 600
TYPE 1 TYPE 2 TYPE 3
600 MIN
SERVICES PIT DETAILS No. OF PANELS 1 2 4

BIDIM A34
OR SIMILAR
GEOTEXTILE N/A 62 52
PANEL WITHOUT CUTOUT
PIT COVER
WRAPPING 5
PANEL WITH CUTOUT 55 60 50

150 DIA PVC
SLOTTED PIPE
NOM
CUTOUT COVER 7 7 7
300
*COVER WEIGHTS SHALL BE PERMANENTLY MARKED ON COVERS

CONCRETE - BOLLARDS 000-C-00023
4 FREE DRAINNING
COARSE FILL
STEELWORK AND CONCRETE GENERAL NOTES 000-C-00043
SECTION 1 TYPICAL @ STIFFENER

DETAIL D FLOOR DRAIN CONTRACT NUMBER
- -

3 29.08.08 BOLLARD & SIGNAGE DETAILS MOVED TO 000-C-00083 A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
E
LU
R
OR U
NT
2 26.8.04 SECTIONAL VIEW DIMENSION REVISED SK
M I NT
RON ORE JOI
VE

...................................................... DESIGNED BY ...............................................
CONCRETE
5 24.08.10 NOTE 3 AND COVER WEIGHTS ADDED 1 24.3.4 TYPICAL BOLLARD DETAILS & ROAD SIGN ADDED
SERVICE PITS
4 10.02.09 PIT CUT-OUT AND COVER DETAIL ADDED 0 22.10.02 ISSUED FOR CONSTRUCTION CONSTRUCTION MAY PROCEED
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00049 /5
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
60
INTERMEDIATE/PERSONNEL DN32 CAST-IN GENERAL NOTES
CORNER/TERMINAL POST
1-13 HOLE SLEEVE INTERMEDIATE POST KERB IF
GATE POST
60
APPLICABLE 1. FOR STEELWORK AND CONCRETE GENERAL
25
10
MASS CONCRETE
75
25
REFER NOTES REFER DRG 000-C-00043
FOOTING GRADE
25
6 DESIGN DRGS
KERB IF APPLICABLE 2. CONSTRUCTION OF CHAINWIRE FENCE TO
RL FGL
REFER DESIGN DRAWINGS BE IN ACCORDANCE WITH AS1725 IN AS
550
635
DETAIL A FAR AS THAT CAN BE APPLIED TO A RAIL
- TYPE FENCE
750
1050
50
MASS CONCRETE MASS
TYP. EARTHING LUG
DN32 BACK STAY TYP

FOOTING CONCRETE 3. RAILS OF 32 NB OR 40 NB GALVANISED
DETAIL, REFER NOTE 6 450 FOOTING AT GATE OPEN POSITION
50
FOOTING MEDIUM PIPE TO AS1074 SHALL BE FITTED
300x500 FOOTING AT GATE CLOSED POSITION DETAIL 2 CORNER OF AT TOP AND BOTTOM POSITIONS OF
450 CHAINWIRE MESH.
50
- BUILDING
DETAIL C
50
4. WHERE NOMINATED ON THE DRAWINGS
- 450 3
DETAIL B AN APPROVED RAIL-LESS CHAINWIRE
GATE DROP BOLT LOCATION PIPE 125 FENCING SYSTEM MAY BE USED
- DETAIL D
MAX 5. ALL POSTS TO BE GALVANISED MEDIUM
TYP. INTERMEDIATE/PERSONNEL -
WT STEEL PIPES TO AS 1074 FITTED
GATE POST FOOTING DETAIL
TYP. TERMINAL & CORNER POST WITH CAPS.
MAX
FOOTING DETAIL
125
6. CONSTRUCT POST FOUNDATION SO THAT
1600 NOM
DN32 BACK STAY

NO MOISTURE CAN ACCUMULATE INSIDE
AT MAIN GATES AND DIRECTION OF GATE SWING, OUTWARD OF COMPOUND
POSTS BY ALLOWING THE SLEEVE TO
CORNER POST ONLY
PROTUDE THROUGH THE CONCRETE
TYPICAL
SIMILAR
16 GALVANISED ROD FOUNDATION
FIX WARNING SIGNS
HINGE WELD TO FRAME PLAN
1
RELEVANT TO PARTICULAR
-
OPENING SIZE TO SUIT
1
TYPICAL APPLICATIONS 7. EARTHING LUGS TO BE PROVIDED ON ALL
-
760 TYPICAL
POSTS (FIXED AND REMOVABLE). LUGS TO
NOM BE MOUNTED 75 ABOVE BOTTOM RAIL
25
EXCEPT FOR POSTS ADJACENT TO HINGED

RL FGL SIDE DOORS. MOUNT LUGS ADJACENT TO
HINGED SIDE OF DOORS, NOM. 325
DN32 DN32
ABOVE C FOR BOTTOM RAIL.
600
8. FITTINGS SHALL BE STD GALVANISED

DN 25
DN32
DN80
DN25
DN32
DN80
DN25
DN80
DN32
DN32
25 DN SPLIT COMPRESSION TYPE.
50
450 9. FENCE DESIGNED FOR AS 1170.2 REGION "D"

FOOTING MASS CONCRETE CORNER MAX WIND VELOCITY.
REFER FOOTING DN25 DN25
DETAIL 4 OF BUILDING
DETAIL D 10. DAMAGED SURFACE TO BE MADE GOOD BY
-
APPLYING TWO COATS OF ZINC RICH PAINT
LACE MESH TO
CLEARANCE
TYP. BACK STAY DETAILS DN 5
25 DN2 ALL GATE MEMBERS
GREY IN COLOUR.
DN25
DN25
4
75
- 11. FOR GATES BETWEEN 6000 AND 8000 USE
100 TERMINAL POSTS AND GATE WITH
40 OUTER FRAME MEMBERS WITH
45%%
d RL T.O. KERB 1200 x 450 FOOTING.
DN32 DN32 RL T.O.KERB
RL FGL
CLEARANCE
BACK STAY 16 GALVANISED ROD 12. BHPBIO ELECTRICAL FACILITIES THAT ARE
CLEARANCE
CHAIN FOR PADLOCK PUBLICALLY ACCESSIBLE SHALL BE

DROP BOLT WITH 150 TRAVEL C
75
3
A WELDED TO ONE POST ONLY
AT BOTH GATES PROTECTED WITH APPROVED PALISADE
75
-
- DETAIL FENCING AND LOCKABLE PALISADE GATES
1
CORNER POST 6000 MAX GATE WIDTH
-
REFER NOTE 10
REFER DESIGN DRAWING FOR LOCATION
DETAIL 3 16 GALVANISED ROD
WELD TO FRAME
- ELEVATION - TYP. SWING GATE AND BUILDING TERMINATION
OPENING SIZE TO SUIT
TYPICAL -
HINGE GATE TO SWING
TYPICAL OUTWARD OF COMPOUND TERMINAL POST 2
-
3 INTERMEDIATE POST
FIX WARNING SIGNS

HEIGHT TO SPECIFICATION
RELEVANT TO PARTICULAR INTERMEDIATE PANEL:

DN80
50mm MESH x 3.15mm HEAVY GALVANISED
DN50
DN80
DN25
DN50
DN25
APPLICATIONS DN32 HORIZONTAL

CHAIN STEEL MESH TYPICAL
MEMBERS FOR PANEL
DN80
SHOOT BOLT SUITABLE WIDTH UP TO & INCLUDING

DN25 FOR PADLOCK DN25 3000 DN40 HORIZONTAL
2 STR. 3.15 GALV TENSION WIRE TYP.
CORNER MEMBERS FOR PANEL
POST WIDTH EXCEEDING 3000
UP TO 4000 MAX
DN25
INTERMEDIATE/PERSONNEL
COLLAR WELDED TO
GATE POST TYPICAL HANGING STILE - TYP. RL T.O. KERB OR
FLUSH ALTERNATIVE
GATE HINGE - TYP. (NO KERB.)
DN25
CLEARANCE
TERMINAL POST B
4000 MAX 1000 NOM. REMOVABLE GATE 4000 MAX WIDTH 4000 MAX
75
-
CORNER PANEL PERSONNEL GATE REFER DESIGN DRAWING FOR LOCATION INTERMEDIATE PANEL
CORNER PANEL: DN32 HORIZONTAL REFER DESIGN DRG
REMOVABLE GATE (OUTER MEMBERS ONLY) D
MEMBERS FOR PANEL WIDTH UP FOR LOCATION
DN32 FOR GATE WIDTH UP TO & INCLUDING -
TO & INCLUDING 3000 DN40 STEELWORK AND CONCRETE GENERAL NOTES 000-C-00043
3000 DN40 FOR GATE WIDTH EXCEEDING
HORIZONTAL MEMBERS FOR
3000 UP TO 4000 MAX CONTRACT NUMBER
PANEL WIDTH EXCEEDING OR PURCHASE ORDER NUMBER
3000 UP TO 4000 MAX ELEVATION - TYP. CORNER PANEL, PERSONNEL GATE, REMOVABLE GATE, INTERMEDIATE PANEL

3 24.08.10 NOTES ADDED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
NOTE 8 REVISED, DETAIL C MODIFIED & WIRE REMOVED DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS
E
LU
R
OR U
NT
2 29.08.08 SK
M I NT
RON ORE JOI
VE
DRAWING TITLE REVISED J.ARMSTRONG

FENCING
1 26.08.04 MEMBER CALL UP REVISED
SECURITY FENCING
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00050 /3
Q:\000_General\Transfer\WAIO STANDARDS\WAIO STANDARD - GENERIC\Structural\Issues\000-C-00050_3.dgn 1/09/2010 8:51:06 AM dix37056
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
200 4800
200
SL102 MESH E EXISTING WALL GENERAL NOTES
PRECAST RC PUMP PIT LINER
600 & REINF.
TOP & BTM. 1830 x 2,440 CLASS 2 ROCLA 000 C 00044
200 REMOVED 1 FOR CONCRETE GENERAL NOTES REFER TO
(NOTE 3)
300
VARIES
OR SIMILAR APPROVED E 750
470
DRG. No. 000-C-00043.
-
2 REMOVE 200mm OF MATERIAL FROM UNDER
450
LAP EXISTING
200
1250
300
SILT DRAINAGE SILTATION PIT AND REPLACE WITH
REINFORCEMENT
200
(NOTE 4)
SLAB 200mm OF COMPACTED SELECT FILL
AS SHOWN
200
5 TO 95% MMDD.
ON SECTION 3
690 PIT TYPE 2

1110 PIT TYPE 1
N12-200 2600 -
FALL
500 6N16 3 SAW CUT 900 WIDE OPENING IN THE
1250
PUMP PIT LINER. (DEPTH VARIES
FA
LL SL92 MESH TOP
LL
ENSURE HANDRAIL THIS FA SAW CUT AND ACCORDING TO PIT TYPE).
AREA DOES NOT IMPEDE REMOVE WALL
MESH SCREEN WITHDRAWAL 4 SAW CUT 20mm DEEP, BOTH SIDES OF
DETAIL A 1 IN 50 FALL LINER. DEMOLISH AND REMOVE ALL
1250
1:20 - CONCRETE FROM AROUND REINFORCING
DETAIL D
2440
IJ MESH. LAP MESH WITH NEW STEEL.
1:10 -
823
200
D 5 ALL STAINLESS STEEL ITEMS SHALL BE
580
MANUFACTURED OF STAINLESS STEEL
TYP - REINFORCEMENT
1 TYPE 316.
AS SECTION 2
300
1000
150x10 BACKING 1500 1500 250 -
25mm PVC PIPE FALL = = 6 MINIMUM SEPARATION OF 30mm SHALL
PLATE
BOLT SLEEVES 1900 1000 1900 BE MAINTAINED BETWEEN REINFORCING
2000 800 616 1.
CAST-IN SILTRATION MASS CONCRETE BARS AND STAINLESS STEEL EMBEDDED
1. SL92 MESH TOP
4400 MINES
PIT WALL FILL ITEMS.
4000 PORT B 50 DEEP RECESS
- IN MID WALL RAMP DOWN
1 IN 8
FALL
3
-
M20 8.8S BOLTS SILTATION PIT
150
68Kg RAIL 1830 ID
PROVIDE HANDRAIL TO TOP OF -
(USED) 200
150x100x10 E PIT WALL WHERE INTERNAL DROP
000 C 00023 2020 OD
= = 16 PACKER IS OVER 300mm. (FASTEN WITH
-
WELDED ON APPROVED CHEMICAL ANCHORS)
==
70
200 SECTION 3
200
7 LIFTING LUG 10
3000 7500 STAINLESS STEEL ROD
1:20 -
300
200 LONG, 50 RADIUS.
(2 OFF)
2
-
300
5mm WASHERS 900 40x40x6 EA. TYP
M12 STAINLESS STEEL
STAINLESS STEEL
PLAN - SILTATION PIT AND PUMP PIT (REFER NOTE 3) BOLT & NUT (12 OFF)
4
-
1:50. NOTE:- ARRANGEMENT SHOWN IS INDICATIVE ONLY. 160 160 5

17 40x6 FLAT STAINLESS STEEL
30^
DETAIL E REFER TO INDIVIDUAL TRANSFER STATION SLAB (NOTE 4) = = (NOTE 4) STAINLESS STEEL TO BE SS316
690 PIT TYPE 2

1110 PIT TYPE 1
1:10 - LAYOUTS FOR TRUE ORIENTATION & ARRANGEMENTS.
WOVEN MESH
50 DEEP RECESS IN MID WALL TYP
ALL COMPONENTS SHALL BE 12.7mm APERTURE x
TO ALLOW SLAB TO DRAIN INTO 800
HOT DIP GALVANISED, AFTER 100 WIDE x 50 DEEP 3.00mm DIA. WIRE
PIT. ADJUST REINFORCEMENT TO
FABRICATION, EXCEPT RAIL. RECESS FOR MESH = =
MAINTAIN TOP COVER. N12-200 EW
E TYPICAL 14 SCREEN (BOTH SIDES)
1.
LOCATIONS 1.
-
250
800
7
200
1000
TYP
135
1.6mm STAINLESS STEEL 250

SHEET BOLTED WITH 850
N12-200 EW
C M12 STAINLESS STEEL
910
80
- BOLTS (7 OFF)
MESH SCREEN DETAIL.
TYP
135
A 1:20.
WATERPROOF
DETAIL B
1330
MEMBRANE - 1:20 - 40x40x6 EA.

(TYP.) STAINLESS STEEL
STAINLESS STEEL
50 COVER
SECTION PROVIDE 200 SQ. x 20mm K MESH (15 GRID)
4 SECTION 1 50 COVER 50 COVER
DEEP POCKET AT EACH
TYP.
1:50 - 1:50 - 000 C 00044 TYP. M12 STAINLESS
PROTECTION RAIL. TYP.
COLD FORMED PROFILE STEEL BOLT & NUT
ADJUST REINFORCEMENT 50 N12-200 EW
STAINLESS STEEL
LOCALLY TO MAINTAIN 400 10 MAX
N12-200 EW 4 PL. x 1110 LONG
COVER. TYP.
200 35x3 FL. STAINLESS
50 COVER
80 N12-L-200
STEEL (3 OFF) AT
N12-L-200 MESH FIXING DETAIL.
TYP.
N12-200 EW
50
50 COVER 300 CRS. APPROX. SL102 MESH

150
1:5.
TOP & BOTTOM N12-200
TYP.
TYP.
400 LAP
=
400
50 COVER
TYP.
==
100
20^
N12-L-200
N12-L-200 N12-200 EW 600 SQUARE UNREINFORCED
N12-200 EW 40 CONCRETE BOLLARD C.J.
200
FOUNDATION POURED
N12-200 500 SPLIT FLAT AT
INTEGRALLY WITH SLAB
1000
N12-L-200 HALF DEPTH

SL102 MESH 400
150
3 BOLLARD
TOP & BOTTOM SL102 MESH
500
WATERPROOF TYP.
50 COVER TYPICAL PLAN
3 DETAIL C N12-200 TOP & BTM.
MEMBRANE (TYP.)
1:5 - 50 COVER SILTATION PIT TYPE 2 000-C-00053
C.J. SILT TRAP CORNER DETAIL.
200
TYPICAL. SERVICE PITS AND BOLLARD DETAILS 000-C-00049

1:20
SECTION 2 NOTE:
0.1 0 0.1 0.2 0.3 Metres 0.4 0.2 0 0.4 0.8 1.2 Metres 1:20 - GROUND SLAB DETAILS 000-C-00044
UNLESS OTHERWISE NOTED ON DESIGN
3N12 DISTRIBUTION 800 COG DRAWINGS PORT PROJECTS SILTATION PITS
BARS STTELWORK AND CONCRETE GENERAL NOTES 000-C-00043
TYP. SCALE 1 : 5 SCALE 1 : 20 SHALL HAVE AN OVERALL WIDTH OF 4000
SECTION 5 0.2 0.1 0 0.2 0.4 0.6 Metres 1 0 1 2 3 Metres AND MINING PROJECTS SILTATION PITS CONTRACT NUMBER
1:20 - SHALL HAVE AN OVERALL WIDTH OF 4400
SCALE 1 : 50 REFERENCE DOCUMENTS DOC NO
SCALE 1 : 10

7 24.08.10 6 BOLLARDS DELETED 3 24.08.05 NOTE FOR CONCRETE BOLLARD FOUNDATION REVISED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
E
LU
R
OR U
NT
6 29.06.09 STAINLESS STEEL MESH DETAIL REVISED 2 26.8.04 REINFORCEMENT & PIT REVISED SK
M I NT
RON ORE JOI
VE

...................................................... DESIGNED BY ...............................................
CONCRETE
PIT WIDTH DIMENSIONS ALTERED TO INCLUDE MINES QUOTATION ONLY ...................... .............. ........... SIGNED ...................................................... DRAWN BY ...............................................
5 10.02.09 1 24.3.4 10 DIMENSION WAS 40
MESH - REINFORCING BAR RESIZED - NOTE ADDED
SILTATION PIT TYPE 1
4 29.08.08 DRAWING TITLE REVISED 0 5.11.02 ISSUED FOR CONSTRUCTION CONSTRUCTION MAY PROCEED
DESIGN & HSEC
APPROVED BY
............................................... ARRANGEMENT AND DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE 1 : 50 UNO
.......................................... A1 DRG. NO.
000 C 00051 /7
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
2400
1
1. FOR CONCRETE GENERAL NOTES REFER
-
N32-LL-200 T1&B1 2400
N32-LL-200 T1&B1 DRAWING 000-C-00043.
1500
N20-LL-250 T1&B1
= =
SIM
450 1500 450
N32-LL-200 T2&B2 PEDESTAL 2. REFER TO GENERAL NOTES FOR TIE BEAM
PEDESTAL ’A’ = =
2150 REINFORCEMENT LAP LENGTHS. LAPS ARE
450
= = PEDESTAL PEDESTAL
PILE CAP "A" PILE CAP "B" TO BE STRAIGHT LAPS - DO NOT CRANK
450
450 1250 450
1317
BARS.
PC1 900 PC2 1000
2200
1300
=
= =
’A’
1 PC1A 1000 PC2A 1200 3. PILE CAP TOP ’U’ BAR REINFORCING TO BE
2400
1500
OMITTED WHERE THESE BARS COINCIDE WITH
= =
2 2
"B"
PC1B 1100 PC2B 1400
TIE BEAM TOP ’L’ BARS. (REFER SECTION 3)
=
450
PC1C 1200 2
4. 1100 CAP TO BE ADAPTED FOR PILES
450
N20-LL-250 T2&B2
PC1D 1400 N32-LL-200 T2&B2 WITH N36 BARS. LAP SPLICE NOT
N20-LL-200 T1&B1 PERMITTED FOR N36 BARS
N32-LL-200 T2&B2
PLAN PILE CAP PC1 TO PC1D PLAN PILE CAP PC3

PLAN PILE CAP PC2 TO PC2B PLAN PILE CAP PC4
FOR PEDESTAL REINFORCEMENT
FOR PEDESTAL SIZE REFER REFER DRG 000-C-00047
DESIGN DRAWINGS 600
O/S LIG
600 600 600
COGGED BARS TO MATCH 500 TYP
PILE REINFORCEMENT
310
PILE REINFORCEMENT - O/S LIG
T2 LAP LENGTH AS PER TABLE T1 (70 COVER) BAR LAP
TYP SIZE LENGTH
T2
O/S LIG
T1 (70 COVER)
450
300
O/S LIG
N12
460
600
O/S LIG
610
750
3N20-L EF 3N20-L EF
760
N16 400
900
RL TOC PILECAP
N20 500
BLINDING
N24 600
50
SEE NOTE 4
SEE NOTE 4
TYP.
N28 700
1000
1000
500
500
N32 800 TYPE TB1 TYPE TB2 TYPE TB3
TYPE TB4
N36 N/A SEE NOTE 4
SECTION 4 TIE BEAMS
-
NOM
NOM
50
50
BLINDING
BLINDING
B2 B2
50
TIE BEAM REINFORCEMENT DETAILS

B1 (100 COVER) SCABBLE
50
TOP OF PILE (TYP). REINFORCEMENT TYPE A REINFORCEMENT TYPE B

SCABBLE BEAM
SECTION 1 TOP OF PILE (TYP).
SECTION 2 B1 (100 COVER) TYPE
TOP BOT SIDE LIGS/CTRS TOP BOT SIDE LIGS/CTRS
- -
TB1 4N20 4N20 N/A N12-250 4N24 4N24 N/A N12-250
LAP TIE BEAM BARS CENTRAL TO TIE BEAM OR TB2 4N24 4N24 1N16 N12-300 4N28 4N28 N12-300
1N16
AS REQUIRED. PLACE LAP TO AVOID PEDESTAL LOCATIONS
TB3 4N28 4N28 2N20 N12-450 4N32 4N32 N12-450
2N20
REFER NOTE 2 TB4 4N32 4N32 3N20 N12-450 4N36 4N36 N12-450
3N20
P801-T1-R-PC1A
3
PILE CAP TYPE/SIZE
-
L=LEFT, R=RIGHT, C=CENTRE
TRESTLE NUMBER
OR GRID LOCATION
FACILITY NUMBER
50 TYP
PILE CAP MARKS AS SHOWN ON THE DESIGN
DRAWINGS SHALL BE INTERPRETED AS THUS;
PLAN
PILE CAP DESIGNATION
4
-
DESIGN DRGS MAY VARY DESIGNATION

TO SUIT SPECIFIC LOCATIONS
SEE NOTE 3 SEE NOTE 3
RL TOC PILECAP TB3A
REINFORCEMENT TYPE
0.5D
D
TIE BEAM TYPE
TIE BEAMS AS SHOWN ON THE DESIGN

DRAWINGS SHALL BE INTERPRETED AS THUS;
TIE BEAM DESIGNATION
SECTION 3
-
CONTRACT NUMBER

3 24.01.05 REINFORCEMENT REVISED ST
AND
ARD W ATE
RM
AR
Checked against:
Plant Design: v5.1 A.B.N. 46 008 700 981
D K
CA
FSIO JV MPD JV
WAIO STANDARDS
re
i
M
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... ne
&
Po
29 Aug 08
rtD Ve
nt
u
nt
oi
opments J
evel
2 26.8.04 REINFORCEMENT REVISED

...................................................... DESIGNED BY ...............................................
CONCRETE
5 29.08.08 DRAWING TITLE REVISED 1 13.12.02 PILE CAP PC1 TO PC1D REINFORCEMENT REVISED
PILECAPS AND TIEBEAMS
4 24.08.05 REINFORCEMENT REVISED 0 22.11.02 ISSUED FOR CONSTRUCTION CONSTRUCTION MAY PROCEED
DESIGN & SAFETY
APPROVED BY
............................................... DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00052 /5
h:\73612901\000 shared\000.1 client specs & stnds\bhp standard drgs\waio stds_ nf\signed afc\civil\000-C-00052_5.dgn 9/09/2008 11:06:29 AM sbayley
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
1550 200 2400 500
E
200
000 C 00051
PRECAST RC PUMP PIT LINER

1830 x 2440 CLASS 2 ROCLA
500
OR SIMILAR APPROVED
5
000 C 00051
ENSURE HANDRAIL THIS SILT DRAINAGE
1000
AREA DOES NOT IMPEDE SLAB
MESH SCREEN WITHDRAWAL
950 800 616 LL -
FALL
FA
000 C 00023
823
FA
LL
800
200
300
3
500
FALL 50 DEEP RECESS
00051
300
IN MID WALL E
000 C 00044
3
C
2400
1000
E 500 1000 900
000
000 C 00051 1
B FOR REINFORCEMENT, SECTIONS,
FALL
SILTATION 000 C 00051 RAMP DOWN
1 IN 8 GENERAL NOTES AND ALL OTHER
PIT
500
DETAILS, THIS DRAWING IS TO BE

READ IN CONJUNCTION WITH DRG
000-C-00051 (SILTATION PIT TYPE 1)
00051
200
3
3
4
-
2
C
PROVIDE HANDRAIL TO TOP OF 200 300
000
PIT WALL WHERE INTERNAL
DROP IS OVER 300mm. (FASTEN 1950 4250
WITH APPROVED CHEMICAL ANCHORS).
NOTE:- ARRANGEMENT SHOWN IS INDICATIVE ONLY.

PLAN - SILTATION PIT AND PUMP PIT. REFER TO INDIVIDUAL TRANSFER STATION SLAB
1:25 LAYOUTS FOR TRUE ORIENTATION & ARRANGEMENTS.
100 WIDE x 50 DEEP 50 DEEP RECESS

RECESS FOR MESH IN MID WALL TO
FOR MESH SCREEN DETAILS
SCREEN (BOTH SIDES) ALLOW SLAB TO
DRAIN INTO PIT
E
000 C 00051
800 0.5 0 0.5 1.0 1.5 Metres
200
SCALE 1 : 25
750
200
490
3
80
WATERPROOF
MEMBRANE
A
1750
(TYP.) 000 C 00051

SERVICE PIT AND BOLLARD DETAILS 000-C-00049
GROUND SLAB DETAILS 000-C-00044

PROVIDE 200 SQ. x 20mm
DEEP POCKET AT EACH STEELWORK AND CONCRETE GENERAL NOTES 000-C-00043
PROTECTION RAIL.
ADJUST REINFORCEMENT SILTATION PIT TYPE 1 000-C-00051
SECTION 4 SECTION 1
LOCALLY TO MAINTAIN
CONTRACT NUMBER
- COVER. - OR PURCHASE ORDER NUMBER

3 24.08.10 3 BOLLARDS DELETED A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIO JV MPD JV
E
LU
R
OR U
NT
2 29.08.08 DRAWING TITLE REVISED SK
M I NT
RON ORE JOI
VE

...................................................... DESIGNED BY ...............................................
CONCRETE
1 26.8.4 PIT REVISED
SILTATION PIT TYPE 2
DESIGN & HSEC
APPROVED BY
............................................... ARRANGEMENT AND DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE 1:25
.......................................... A1 DRG. NO.
000 C 00053 /3
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
3 1. FOR CONCRETE GENERAL NOTES REFER DRAWING 000-C-00043

247
= =
3
1500
=
333 334 333
247
==
POLE BREAK
=
DIRECTION
333
100 T.O. CONDUIT
750
TEMPORARY CAP TYP.

150
1500
334
4-AB4-A-30-600-130
POLE BREAK
DIRECTION
E T
TERMINAL BOX SUPPORT
333
REFER DRG. 000-S-00147 RL T.O. PEDESTAL
I
U SU
REFER DESIGN DRAWING
300
NOM. GL.
O TO
PROVIDE A BROOMED
S
NON SLIP FINISH
PEDESTAL REINFORCEMENT
REFER DRAWING 000-C-0047
750 TYP
12 RAD TOOLED TEMPORARY CAP TYP.
D
T
150 NOM
CORNERS R10 TIES IN 12-AB4-A-48-950-200
D NE
SETS OF 5 1500 x 2100 TERMINAL BOX SLAB
FACE A
2-50 UPVC CONDUITS
DETAILS SIMILAR TO DETAIL ’A’
R300 BEND
N
800
N SIG
400
RL T.O.C
O
NOM. GL. RL T.O. PEDESTAL
100
IO E
300
FACE B
500
500
200
TYP
CJ
200
SL81 MESH
200
NOM. GL.
500
G
1670
1800 x 1800 N16-LL-250
IN
A
1500 x 1500
1000
E
DETAIL B
FACE A
O
- 16-N32
DETAIL A
S
400 COG
F
G
- 100 UPVC CONDUIT
IN
IN
10m LIGHT POLE FOOTING (INGAL EPS ’HPH10F’ SEESAW) C/W L.R.BENDS
ETB FOOTING DETAIL
750
R
O
O
FO
D
N
E
E
POLE BREAK
DIRECTION
L
V
220 N24-LL-250
PO
= = TOP AND BOTTOM
D
4500 x 4500
E
T
IS
= =
220
H
DETAIL
V
C
IG
E
1:25 -
L
500 PCD
R
8-AB4-B-30-750-130 TEMPORARY CAP TYP.
30m LIGHT POLE FOOTING (INGAL EPS ’PTH30F’)
TYP
100
600
4-AB4-A-24-500-100
150 NOM
STD 900x900 PEDESTAL

300
RL T.O. PEDESTAL
NOM. GL.
600
PEDESTAL REINFORCEMENT
450
REFER DRAWING 000-C-00047
63 HEAVY DUTY PVC CONDUITS

1000
325mm RADIUS BEND

FACE A
500
N20-LL-250
TOP & BOTTOM
N16-LL-250
600
1500 x 1500
300 3000 x 3000 300

0.4 0.2 0 0.4 0.8 1.2 Metres
DETAIL D DETAIL E ROAD SAFETY GATE

SCALE 1 : 20 000-S-00179
- ARRANGEMENTS AND DETAILS
-
FOOTING AND PEDESTALS
000-C-00047
0.5 0 0.5 1.0 1.5 Metres TYPICAL DETAILS
ROAD SAFETY GATE FOOTING
20m LIGHT POLE FOOTING (INGAL EPS ’HPM20F’ SEESAW) CONTRACT NUMBER
SCALE 1 : 25

LIGHT POLE FOOTINGS BEING REDESIGNED TO SUIT BHPBIO TO COMPLETE REVIEWER TO COMPLETE DESIGNER/CONTRACTOR TO COMPLETE 10 Aug 10 Structural: v6.0
3 24.08.10 A.B.N. 46 008 700 981
REVISED VENDER INFORMATION - DO NOT USE D
ST
ANDA
RD W AT
ERM
AR
K
CA
FSIO JV MPDJV
20M LIGHT POLE ADDED TO DETAIL ’E’ DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS
E
LU
R
OR U
NT
2 08.07.09 SK
M I NT
RON ORE JOI
VE
TERMINAL BOX SLAB ADDED TO DETAIL ’C’ J ARMSTRONG

CONCRETE
1 29.08.08 DRAWING TITLE REVISED
MISCELLANEOUS FOOTINGS
DESIGN & HSEC
APPROVED BY
............................................... DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 00054 /3
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
1
1
-
1. FOR CONCRETE GENERAL NOTES REFER DRG 000-C-00043
CONVEYOR 2. FOOTINGS MAY BE CAST INSITU OR PRECAST

IF PRECAST CONTRACTOR IS TO VERIFY
LIFTED WEIGHTS 1
’L’ 3. CONCRETE SHALL BE STRENGTH GRADE N25

M30 HD BOLT
==
GRADE 4.6 4. ML = MINE LOW LEVEL MODULE FOOTING
MM = MINE MID LEVEL MODULE FOOTING
’G’
2 x REID SWIFTLIFT FOOT ANCHOR GRADE 4.6 STRUCTURAL NUTS
HDB-1 HDB-1 5. FOR SUPPORTING ENGINEERING DOCUMENTATION REFER
== TYPE 1FA085 TYPICAL 3 PLACES
DESD-060-S-00001
HDB1
TYP 2 PLACES
PROJECTION
6. WEIGHT AND CENTRE OF GRAVITY TO BE MARKED ON
THREAD &
1
N12-HT-200 LIGS EACH FOOTING IN PRECAST YARD
200
RL TOC (REFER DESIGN DRAWINGS) RL TOC (REFER DESIGN DRAWINGS)
=
N12-200 LIGS
380
75x75x10 WASHER
300
300
(32 HOLE AT CENTRE OF )
FOOTING
FGL FGL
=
600 3N16-S-T2&B2 500 3N16 TOP & BTM
’X’ ’X’
SECTION 1 SECTION 1
HDB-1
- -
CONVEYOR FOOTINGS TYPE ML1 TO ML7 HOLDING DOWN BOLT DETAIL
FOR 600, 900 AND 1200MM BELTS FOR 1500, 1600, 1800 AND 2000MM BELTS
(NOTE: 10 PLATE WASHERS TO REPLACE STANDARD WASHERS)
FOOTING TYPE BELT WIDTH LENGTH ’L’ DIM. ’G’ DIM. ’X’ WEIGHT
ML1 600 2100 1090 250 1000 Kg
ML2 900 2100 1390 600 1000 Kg
ML3 1200 2100 1840 500 1000 Kg
ML4 1500 2400 2040 500 1000 Kg
ML5 1600 2600 2240 500 1000 Kg
ML6 1800 2800 2450 500 1050 Kg
ML7 2000 3000 2640 500 1150 Kg LOW LEVEL MODULE FOOTING (ML)
CONVEYOR 1
2
-
’L’
==
’G’ 2 x REID SWIFTLIFT FOOT ANCHOR

TYPE 2FA120
==
2-AB2-A-20-230-100
FOOTING
N12-HT-200 LIGS
RL TOC (REFER DESIGN DRAWINGS)
=
120
350
==
FOOTING
FGL
=
800 4N20-S-T2&B2
’X’ ’X’
SECTION 2
-
CONVEYOR FOOTINGS TYPE MM1 TO MM8
FOOTING TYPE BELT WIDTH LENGTH ’L’ DIM. ’G’ DIM. ’X’ WEIGHT
LIFTING ARRANGEMENT
MM1 600 3200 1230 400 2250 Kg
MM2 750 3200 1230 400 2250 Kg

NTS
MM3 1200 3200 1840 400 2250 Kg

ANGLE FOR LIFT NOT TO BE LESS THAN 60 DEGREES
MM4 1500 3200 2040 850 2250 Kg
MM5 1600 3500 2240 850 2450 Kg
MM6 1800 3500 2450 850 2450 Kg MINE LOW LEVEL MODULE
000-S-12010
ARRANGEMENT AND DETAILS
MM7 2000 3500 2640 850 2450 Kg
MID LEVEL MODULES
000-S-00125
PLAN AND DETAILS
MM8 2200 3500 2840 850 2450 Kg
MID LEVEL MODULE FOOTING (MM) CONTRACT NUMBER

A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FAST FAST
E
LU
R
OR U
NT
SK
M I VE
NT
RON ORE JOI
PRELIMINARY ONLY ...................... .............. ........... NAME J.ARMSTRONG

...................................................... DESIGNED BY ...............................................
CONCRETE
1 27.08.10 MID LEVEL MODULE FOOTING, NOTE 6 ADDED
MINE CONVEYOR MODULE FOOTINGS
FOOTINGS COPIED FROM DRAWING NUMBER 060-C-00147
0 29.01.09
IAPPROVED FOR CONSTRUCTION
CONSTRUCTION MAY PROCEED
DESIGN & HSEC
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12000 /1
Q:\000_General\Transfer\WAIO STANDARDS\WAIO STANDARD - GENERIC\Structural\Issues\000-C-12000_1.dgn 9/09/2010 1:19:20 PM dix37056
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
5000 VARIES
1. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE
1000
CONTRACT DRAWINGS AND SPECIFICATIONS.
OUTLINE OF SAFETY
LIMIT OF RIPRAP 2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED
SAFETY BERM AS DETAILED BERM BEHIND
OTHERWISE.
EDGE OF FORMATION
TOP OF RIPRAP PITCHING
3. RIPRAP ROCK PROTECTION THAT IS COARSER THAN THE
SHALL BE A PROJECTION 300 500
SPECIFIED RIPRAP CLASS MAY ONLY BE USED WITH THE
OF NOMINAL CROSSFALL CROSSFALL AS
WRITTEN APPROVAL OF THE COMPANY REPRESENTATIVE.
PROTECT CORNER OF SAFETY BERM NOMINATED
SHOULD THIS APPROVAL BE GIVEN, THE RIPRAP PROTECTION
BY EXTENDING RIPRAP UP TYPICAL EMBANKMENT SLOPE THICKNESS SHALL BE CONSISTENT WITH THE THICKNESS
FRONT FACE OF SAFETY BERM
REQUIRED FOR THE COARSER RIPRAP CLASS.
500 500
2 PAVEMENT OR RIPRAP CLASS MIN THICKNESS
1 HARDSTAND FORMATION FACING 500mm
OUTLINE OF EMBANKMENT BEHIND LIGHT 750mm
1
1/4 TONNE 1000mm
10 GEOTEXTILE (BIDIM A34
5000 1/2 TONNE 1250mm
OR APPROVED EQUIVALENT)
4. FOR FLOW RATES GREATER THAN 0.50m/sec SPECIAL FLUMES
TOE OF BATTER SHALL BE CONSTRUCTED - REFER TO DESIGN DRAWINGS.
FINISHED OR
EXISTING GROUND
APRON RIPRAP 500 THICK FACING CLASS

PLACED LOOSE RIPRAP PLACED LOOSE
PROVIDE 5000x5000 RIPRAP

APRON AT BASE OF FLUME
LOCATE CENTRAL ABOUT AXIS
SECTION 1
OF STRUCTURE
1:50 -
TYPICAL PLAN LAYOUT OF FLUME TYPE 1

APPLICABLE FOR MAXIMUM FLOW RATE OF 0.20m/sec
1:50
OUTLINE OF SAFETY
LIMIT OF RIPRAP
BERM BEHIND
EDGE OF FORMATION
TOP OF RIPRAP PITCHING
1.5 FACE OF SAFETY BERM VARIES 1300 VARIES
1.5 SHALL BE A PROJECTION 400 500
1
1 500 MAX 500 MAX OF NOMINAL CROSSFALL CROSSFALL AS
700
NOMINATED
OPENING IN SAFETY BERM
THROAT WIDTH TYPICAL EMBANKMENT SLOPE
700 FACE OF EMBANKMENT
1 1
THROAT WIDTH 2
1 1
1 PAVEMENT OR
HARDSTAND FORMATION
1 OUTLINE OF EMBANKMENT BEHIND

1
EDGE OF FORMATION 1 1 1 GEOTEXTILE (BIDIM A34
5000
500 THICK FACING CLASS 10 OR APPROVED EQUIVALENT)
GEOTEXTILE (BIDIM A34
RIPRAP PLACED LOOSE
TOE OF BATTER
GEOTEXTILE (BIDIM A34 FINISHED OR
OR APPROVED EQUIVALENT) EXISTING GROUND
500 THICK FACING CLASS
RIPRAP PLACED LOOSE
SECTION 3
1:25 -
750 THICK LIGHT CLASS
SECTION 2 APRON RIPRAP
PLACED LOOSE
RIPRAP PLACED LOOSE
1:25 - PROVIDE 5000x5000 RIPRAP

APRON AT BASE OF FLUME
LOCATE CENTRAL ABOUT AXIS
SECTION 4
OF STRUCTURE
1:50 -
5000 VARIES
1000
1.5
1 FACE OF SAFETY BERM
1.5
1
SAFETY BERM AS DETAILED
VARIES 1500 VARIES
OPENING IN SAFETY BERM 1 0 1 2 3 Metres
500 MAX 700 500 MAX
700
THROAT WIDTH
THROAT WIDTH
SCALE 1 : 50
1 1 FACE OF EMBANKMENT
1 1 1 1 0.5 0 0.5 1.0 1.5 Metres
EDGE OF FORMATION 1 1
SCALE 1 : 25
WAIO STANDARDS - ROAD FURNITURE

000-C-12013
TYPICAL DETAILS
750 THICK LIGHT CLASS WAIO STANDARDS - ROADS

000-C-12012
GEOTEXTILE (BIDIM A34 RIPRAP PLACED LOOSE TYPICAL SECTIONS
750 THICK LIGHT CLASS
OR APPROVED EQUIVALENT) WAIO STANDARDS - TRENCHING
RIPRAP PLACED LOOSE
GEOTEXTILE (BIDIM A34 000-C-12011
TYPICAL SECTIONS & DETAILS
WAIO STANDARDS - FLOODWAYS
SECTION 5 SECTION 6 TYPICAL SECTIONS & DETAILS
000-C-12010
500 500
1:25 - 1:25 - WAIO STANDARDS - CULVERTS
PROTECT CORNER OF SAFETY BERM 000-C-12009
TYPICAL SECTIONS SHEET 2 OF 2
1V:2.0H 1V:1.5H BY EXTENDING RIPRAP UP
FRONT FACE OF SAFETY BERM WAIO STANDARDS - CULVERTS
000-C-12008
TYPICAL SECTIONS SHEET 1 OF 2
MINE STANDARDS - TYPICAL DETAILS

000-C-12006
OPEN DRAINS & STRUCTURES SHEET 1 OF 2
TYPICAL PLAN LAYOUT OF FLUME TYPE 2 MINE STANDARDS - TYPICAL SECTIONS

000-C-12005
STOCKYARD EARTHWORKS
APPLICABLE FOR MAXIMUM FLOW RATE OF 0.50m/sec
CONTRACT NUMBER
1:50

02 Sep 09 Civil_Design: v5.2,
Civil_Existing: v5.2,
A.B.N. 46 008 700 981
Composite_Services: v5.2
FSIOJV FSIOJV
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... MINE STANDARDS
PRELIMINARY ONLY ...................... .............. ........... NAME L J CHRISTENSEN
...................................................... DESIGNED BY ...............................................
DRAINAGE
OPEN DRAINS AND STRUCTURES
DESIGN & SAFETY
APPROVED BY
............................................... TYPICAL DETAILS SHEET 2 OF 2
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE AS SHOWN
.......................................... A1 DRG. NO.
000 C 12007 /0
C:\Documents and Settings\dix37056\Desktop\waio\143259.DGN 13/12/2010 4:33:57 PM dix37056
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
OFFSET INLET OFFSET OUTLET
GENERAL NOTES
0.3 0.5 0.3
PAVEMENT
1. THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT DRAWINGS AND SPECIFICATIONS.
2. ALL DIMENSIONS ARE METRES UNLESS NOTED OTHERWISE.
EMBANKMENT FILL 3. FOUNDATION AND BEDDING MATERIAL COMPACTION TO BE

AS PER SPECIFICATION UNLESS NOTED OTHERWISE.
4. UNSUITABLE INSITU BEDDING MATERIAL SHALL BE REMOVED

AND DISPOSED OF IN ACCORDANCE WITH THE SPECIFICATION.
INLET EXISTING GROUND 5. ALL CULVERTS SHALL BE INSTALLED IN ACCORDANCE WITH

CO-ORDINATES SPECIFICATION, FOR CULVERT DETAILS REFER TO DESIGN
DRAWINGS.
BACKFILL TRENCH, INCLUDING
REFER NOTE 6
HAUNCH AND CROWN, WITH COMPACTED
6. RIPRAP PROTECTION THAT IS COARSER THAN THE SPECIFIED
100mm MIN. BEDDING MATERIAL FLOWABLE CEMENT STABILISED FILL
RIPRAP CLASS MAY ONLY BE USED WITH THE WRITTEN
REFER NOTE 7 (MINIMUM 5% CEMENT BY WEIGHT)
APPROVAL OF THE COMPANY REPRESENTATIVE. SHOULD THIS
APPROVAL BE GIVEN, THE RIPRAP PROTECTION THICKNESS
SECTION 2 SHALL BE CONSISTENT WITH THE THICKNESS REQUIRED FOR
SCALE 1:50 THE COARSER RIPRAP CLASS:
1 -
RIPRAP CLASS MINIMUM THICKNESS
-
FACING 500mm
LIGHT 750mm
1/4 TONNE 1000mm
1/2 TONNE 1250mm
0.5 0.5 0.5
OUTLET
CO-ORDINATES 7. CULVERT TRENCHES EXCAVATED THROUGH ROCK SHALL HAVE
250mm MINIMUM THICKNESS OF BEDDING MATERIAL. CULVERT
TRENCH DEPTH SHALL BE ADJUSTED TO SUIT.
8. COVER OVER CULVERT TO BE AT LEAST THE MINIMUM

APPLICABLE. REFER TO DESIGN DRAWINGS AND
SPECIFICATIONS.
9. CORRUGATED STEEL PIPES (CSPs) SHALL ONLY BE USED

WHEN GREATER THAN 50km FROM THE COAST AND IN
NON-AGGRESSIVE ENVIRONMENTS. ALL CSP BARRELS
SHALL BE EXTERNALLY WRAPPED WITH NYLEX XL45
GEOMEMBRANE OR APPROVED EQUIVALENT.
SCALE 1:50 GEOMEMBRANE SHALL BE OVERLAPPED A MINIMUM OF
500mm AT ALL JOINTS AND SHALL BE FULLY TAPE SEALED.
1V:1.5H 1V:1.5H
PAVEMENT
EDGE PROTECTION - SAFTEY LEGEND
BERM OR GUARDRAIL EMBANKMENT FILL
FACING CLASS RIPRAP FACING CLASS RIPRAP
0.9 + 0.8D 1.0 + 0.65D
EMBANKMENT FILL
TOE OF BATTER TOE OF BATTER
CULVERT
1.5
1.5
INLET INVERT 1
1
FACE OF PROTECTION PAVEMENT
LEVEL
OUTLET INVERT REFER SECTION 1
INLET RIPRAP 1 LEVEL
PROTECTION 1
2 FLOW FLOW OUTLET RIPRAP
2 CEMENT STABILISED FILL
PROTECTION
INLET RIPRAP THICKNESS LIMIT OF APRON

OUTLET RIPRAP THICKNESS
REFER NOTE 6 REFER NOTE 6 BEDDING MATERIAL
BEDDING MATERIAL CEMENT STABILISED BACKFILL

GEOTEXTILE (BIDIM 0.1 0.9 (MIN 5% CEMENT BY WEIGHT) 0.5 0.9 0.1 GEOTEXTILE (BIDIM WITH BATTER WITH NO BATTER
A34 OR APPROVED MIN 200mm THICK TRANSITION 2D VARIES VARIES VARIES 2D TRANSITION
A34 OR APPROVED RIPRAP
EQUIVALENT) 1.0 1.5
EQUIVALENT)
INLET APRON LENGTH OUTLET APRON LENGTH AS SPECIFIED

SECTION 1
AS SPECIFIED
SCALE 1:50
-
PAVEMENT
CULVERT
MAX SKEW ANGLE

(TYP.)
90^
1.5 1.5
1 1
1 0 1 2 3 Metres
REFER NOTE 6
SCALE 1 : 50
INLET RIPRAP
PROTECTION 1.5 0 1.5 3 4.5 Metres
PIPE CULVERT - TYPICAL INLET END VIEW

SCALE 1:50
SCALE 1 : 75
WAIO STANDARDS
000-C-12013
PAVEMENT ROAD FURNITURE
CULVERT
WAIO STANDARDS
000-C-12012
INCREASING ROAD WORKS
CHAINAGE
WAIO STANDARDS
000-C-12011
TRENCHING SERVICES
1.5
1 WAIO STANDARDS
000-C-12010
FLOODWAYS
1.5
1 WAIO STANDARDS
000-C-12009
CULVERTS SHEET 2 OF 2
MINE STANDARDS
000-C-12007
REFER NOTE 6 MINE STANDARDS
000-C-12006
MINE STANDARDS
000-C-12005
OUTLET RIPRAP CULVERT SKEW DIAGRAM STOCKYARD EARTHWORKS
PROTECTION
SCALE 1:200 CONTRACT NUMBER
PIPE CULVERT - TYPICAL OUTLET END VIEW OR PURCHASE ORDER NUMBER
SCALE 1:50

A.B.N. 46 008 700 981
FSIOJV FSIOJV
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ...............................................
WAIO STANDARDS
...................................................... DESIGNED BY ...............................................
DRAINAGE
PIPE CULVERTS - ROADS
DESIGN & SAFETY
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12008 /0
C:\Documents and Settings\dix37056\Desktop\waio\000-C-12008_0.DGN 13/12/2010 4:35:05 PM dix37056
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
OFFSET INLET OFFSET OUTLET GENERAL NOTES
1. THIS DRAWING SHALL BE READ IN CONJUNCTION

WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.
MAX SKEW ANGLE
TYP.
2. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED
90^ OTHERWISE.
3. FOUNDATION AND BEDDING MATERIAL COMPACTION TO

BE AS PER SPECIFICATION UNLESS OTHERWISE NOTED.
4. UNSUITABLE INSITU BEDDING MATERIAL SHALL BE

REMOVED AND DISPOSED OF IN ACCORDANCE WITH
INLET COORDINATES OUTLET COORDINATES THE SPECIFICATION.
5. ALL CULVERTS SHALL BE INSTALLED IN ACCORDANCE

WITH THE SPECIFICATION. FOR CULVERT DETAILS REFER TO
DESIGN DRAWINGS.
6. FOR MULTIPLE BOXES SETOUT COORDINATES

ARE TO THE CENTRELINE OF THE CULVERT GROUP.
1 7. RIPRAP PROTECTION THAT IS COARSER THAN THE

- SPECIFIED RIPRAP CLASS MAY ONLY BE USED WITH THE
WRITTEN APPROVAL OF COMPANY REPRESENTATIVE.
SHOULD THIS APPROVAL BE GIVEN, THE RIPRAP PROTECTION
THICKNESS SHALL BE CONSISTENT WITH THE THICKNESS
REQUIRED FOR THE COARSER RIPRAP CLASS.
RIPRAP CLASS MINIMUM THICKNESS

FACING 500mm
LIGHT 750mm
INCREASING 1/4 TONNE 1000mm
CHAINAGE 1/2 TONNE 1250mm
8. CULVERT TRENCHES EXCAVATED THROUGH ROCK SHALL HAVE

250mm MINIMUM THICKNESS OF BEDDING MATERIAL. CULVERT
TRENCH DEPTH SHALL BE ADJUSTED TO SUIT.
9. COVER OVER CULVERT TO BE AT LEAST THE MINIMUM

APPLICABLE. REFER TO DESIGN DRAWINGS AND
SPECIFICATIONS.
10. RIPRAP HEIGHT ABOVE THE TOP OF THE CULVERT SHALL BE

1.0m OR TO THE TOP OF THE BATTER, WHICHEVER IS LESS.
LEGEND
TYPICAL BOX CULVERT PLAN CULVERT SKEW DIAGRAM
SCALE 1:200 SCALE 1:200
PAVEMENT
LENGTH VARIES
SELECT FILL
EDGE PROTECTION - SAFETY

PAVEMENT
BERM OR GUARDRAIL PAVEMENT EMBANKMENT FILL
SELECT FILL
RIPRAP
EMBANKMENT FILL 300
300
SELECT FILL
MIN. MIN.
CONCRETE
CULVERT HEAD & WINGWALL
EMBANKMENT FILL
EXISTING/DESIGN SURFACE
RCB RCB
FLOW FLOW
INLET RIPRAP THICKNESS OUTLET RIPRAP THICKNESS 20mm REBATE FOR LEGS
(REFER NOTE 7) BOX CULVERTS (REFER NOTE 7) IN IN-SITU BASE SLAB
0.2mm POLYTHENE REINFORCED CONCRETE SLAB

MEMBRANE REFER DESIGN DRAWINGS
GEOTEXTILE (BIDIM A34 OR 100 MIN. BEDDING MATERIAL GEOTEXTILE (BIDIM A34 OR 100 MIN. BEDDING MATERIAL
APPROVED EQUIVALENT) REFER NOTE 8 APPROVED EQUIVALENT) REFER NOTE 8 0.2mm POLYTHENE
MEMBRANE
1 0 1 2 3 Metres
INLET APRON LENGTH OUTLET APRON LENGTH
AS SPECIFIED AS SPECIFIED
SECTION 1 SECTION 2 SCALE 1 : 50
SCALE 1:50 SCALE 1:50

- - 4 2 0 4 8 12 Metres
SCALE 1 : 200
HEIGHT OF HEADWALL
PAVEMENT
PAVEMENT FACING CLASS RIPRAP FACING CLASS RIPRAP
LINK SLAB 500 THICK 500 THICK
HEIGHT OF HEADWALL REFER
TO DESIGN DRAWINGS REFER DESIGN DRAWINGS
REFER NOTE 10 REFER NOTE 10
WAIO STANDARDS
000-C-12013
ROAD FURNITURE
WAIO STANDARDS
000-C-12012
ROADWORKS
RCB RCB RCB RCB
WAIO STANDARDS
000-C-12011
TRENCHING SERVICES
WAIO STANDARDS
000-C-12010
FLOODWAYS
WAIO STANDARDS
1000 1000 1000 1000 000-C-12008
CULVERTS SHEET 1 OF 2
MINE STANDARDS
000-C-12007
MINE STANDARDS
000-C-12006
BOX CULVERT BOX CULVERT
MINE STANDARDS
000-C-12005
TYPICAL ELEVATION WITH LINK SLAB TYPICAL ELEVATION WITHOUT LINK SLAB STOCKYARD EARTHWORKS
SCALE 1:50 SCALE 1:50 CONTRACT NUMBER


A.B.N. 46 008 700 981
FSIOJV FSIOJV
...................................................... DESIGNED BY ...............................................
DRAINAGE
BOX CULVERTS - ROADS
DESIGN & SAFETY
APPROVED BY
............................................... TYPICAL DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12009 /0
C:\Documents and Settings\dix37056\Desktop\waio\000-C-12009.DGN 13/12/2010 4:36:50 PM dix37056
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
FOOTING/CONVEYOR
1. THIS DRAWING TO BE READ IN CONJUNCTION WITH THE
PEDESTAL/GROUT TUBES PEDESTAL/GROUT TUBES CONCRETE GENERAL NOTES DRG 000-C-00043
FOOTING/CONVEYOR (AS OPPOSITE PEDESTAL)
3. PRECAST CONCRETE FOOTING SHALL NOT BE LIFTED WITHIN
’W’
PEDESTAL PEDESTAL 7 DAYS OF CONCRETE POUR
’L’ = =
4. FOR SUPPORTING ENGINEERING DOCUMENTATION REFER
= = ’L’ DESD-000-C-00001
’W’ 5. CONTRACTOR TO VERIFY ALL WEIGHTS

’F’
= =
’F’ 150 TYP ’Y’
’Y’ = =
==
CABLE DUCT TYP
CJ
CJ
TYP
300
TYP
300
TYP
225
= =
= =
1 2
’X’
’X’
’B’
’B’
’E’
’E’
FOOTING/PEDESTAL FOOTING/PEDESTAL
- 75 TYP -
TYP
’K’
TYP
’K’
’J’
TYP
’J’ ’J’
75 GROUT TUBE
4 No. REID SWIFTLIFT FOOT ANCHOR TYP TYP
REFER TABLE FOR ANCHOR TYPE
4 No. REID SWIFTLIFT FOOT ANCHOR PRECAST FOOTING INSITU INFILL FOOTING PRECAST FOOTING
REFER TABLE FOR ANCHOR TYPE
PLAN - MCTF1-P TO MCTF4-P PLAN - MCTF5-P TO MCTF7-P

PRECAST FOOTING PRECAST/INSITU FOOTING
PEDESTAL
PEDESTAL FOOTING/CONVEYOR PEDESTAL
ANCHOR BOLTS TYP

ANCHOR BOLTS TYP FOR PEDESTAL REINFORCEMENT FOR PEDESTAL REINFORCEMENT
REFER SCHEDULE BELOW
REFER SCHEDULE BELOW REFER DRG 000-C-00047 REFER DRG 000-C-00047
TOC PEDESTAL TOC PEDESTAL

REFER DESIGN DRG FOR EARTH CABLE CONDUIT DETAILS REFER DESIGN DRG FOR EARTH CABLE CONDUIT DETAILS
REFER DRG 000-C-00044 REFER DRG 000-C-00044
NOM
NOM
300
300
TYPICAL FOR ALL PEDESTALS TYPICAL FOR ALL PEDESTALS
FGL FGL
’P’
’P’
50
900 LAP TYP
MIN
MIN
’H’
’H’
(PRECAST FOOTING) T1 50 TYP (PRECAST FOOTING) T1 T1 (INSITU INFILL FOOTING)
T1&B1
(PRECAST FOOTING) T2 (PRECAST FOOTING) T2 T2 (INSITU INFILL FOOTING)

CJ TYP CJ TYP
100
100 TYP
’D’
400 COG
’D’
TYP 400 COG

TYP
F1 (PRECAST FOOTING)
LAP TYP
300
MCTF1-P TO MCTF4-P MCTF5-P TO MCTF7-P

NOMINAL GAP 50
LAP TYP
(PRECAST FOOTING) B2
NON-SHRINK FLOWABLE
300
CEMENTITIOUS GROUT (PRECAST FOOTING) B2 950 MCTF5-P 950 MCTF5-P B2 (INSITU INFILL FOOTING)
(PRECAST FOOTING) B1 LIFTING ARRANGEMENT
LEVELLING BLOCKS 1300 1300
BY CONTRACTOR (PRECAST FOOTING) B1 MCTF6-P & MCTF7-P MCTF6-P & MCTF7-P B1 (INSITU INFILL FOOTING)
COMPACTED SUBGRADE NTS
BLINDING CONCRETE
MAX ANGLE FOR LIFT NOT TO EXCEED 60 DEGREES
SECTION 1 COMPACTED SUBGRADE SECTION 2

0.5 0 0.5 1.0 1.5 Metres
- -
SCALE 1 : 25
TABLE 1 FOOTING DATA SCHEDULE FOR 15m AND 18m TRUSSES TABLE 2
TRESTLE TRESTLE PRECAST FOOTING PRECAST FOOTING REINFORCEMENT INSITU INFILL REINFORCEMENT PEDESTALS ANCHOR BOLTS WEIGHT REID SWIFTLIFT FOOT ANCHOR DIMENSION ’W’
FOOTING HEIGHT RANGE ’L’ ’B’ ’D’ ’W’ B1 B2 T1 T2 F1 B1 B2 T1 T2 ’P’ ’H’ ’E’ ’F’ ’X’ ’Y’ MARK INCLUDING PEDESTALS ’J’ ’K’ TYPE
FOR BELT WIDTH
MCTF1-P 500-2000 4500 2000 500 TABLE 2 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 NA NA NA NA 1000 700 700 600 250 250 4-AB4-B-30-600-130 14 TONNES 600 500 5FA240
600 1200 1500 1800 2000
MCTF2-P 2001-5000 5500 2000 500 2500 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 NA NA NA NA 1300 1000 700 600 350 350 4-AB4-B-30-600-130 16 TONNES 800 500 5FA240
CONVEYOR TRESTLES
1100 1710 1910 2320 2510 000-S-00123
MCTF3-P 5001-8000 7000 2000 500 3500 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 NA NA NA NA 1300 1000 700 700 380 380 4-AB4-B-30-600-130 21 TONNES 800 500 10FA340 ARRANGEMENT
MCTF4-P 8001-12000 8000 2000 500 4500 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 NA NA NA NA 1300 1000 700 700 380 380 4-AB4-B-30-600-130 23 TONNES 800 500 10FA340 GROUND SLABS
000-C-00044
TYPICAL DETAILS
MCTF5-P 12001-15000 3000 2000 500 6000 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 N20-LL-200 N20-S-200 N20-S-200 N20-S-200 N20-S-200 1300 1000 700 700 430 430 4-AB4-B-36-750-150 9 TONNES 650 450 5FA240
ANCHOR BOLTS
MCTF6-P 15001-20000 3000 2500 500 7500 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 N24-LL-200 N24-S-200 N20-S-200 N24-S-200 N20-S-200 1300 1000 900 900 540 540 4-AB4-B-36-750-150 12 TONNES 650 550 5FA240 000-C-00046
TYPICAL DETAILS
MCTF7-P 20001-25000 3000 2500 500 9000 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 N24-LL-200 N24-S-200 N20-S-200 N24-S-200 N20-S-200 1300 1000 900 900 540 540 4-AB4-B-36-750-150 12 TONNES 650 550 5FA240
FOOTINGS AND PEDESTALS
000-C-00047
MCTF8-I 25001-30000 REFER DRAWING 000-C-12017 FOR DETAILS TYPICAL DETAILS
MCTF9-I 30001-35000 REFER DRAWING 000-C-12017 FOR DETAILS CONTRACT NUMBER


A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIOJV FSIOJV
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS - MINE
E
LU
R
OR U
NT
SK
M I VE
NT
RON ORE JOI

...................................................... DESIGNED BY ...............................................
CONCRETE
TRESTLE FOOTINGS - PRECAST
0 24.08.10 APPROVED FOR CONSTRUCTION CONSTRUCTION MAY PROCEED
DESIGN & HSEC
APPROVED BY
............................................... GENERAL ARRANGEMENT
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
BHPBIO DATE REVISE AND RESUBMIT ...................... .............. ........... AND IS ISSUED FOR STATUS APPROVAL SCALE 1:25 UNO
.......................................... A1 DRG. NO.
000 C 12015 /0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
FOOTING/CONVEYOR
1. THIS DRAWING TO BE READ IN CONJUNCTION WITH THE
PEDESTAL PEDESTAL CONCRETE GENERAL NOTES DRG 000-C-00043
2. REFER ’A’ ON DRAWING 000-S-00123

’L’
3. FOR SUPPORTING ENGINEERING DOCUMENTATION REFER
= =
DESD-000-S-00002
’W’
= =
’F’
PEDESTAL
’Y’
==
1200
200
8-AB4-A-30-900-130
==
150
= =
1200
300
PEDESTAL
= =
1
’X’
’B’
’E’
FOOTING/PEDESTAL
150
-
N12-HH-250
FIRST 5 TIES AT 100 CRS
16N36-L (400 COG TYP) N12-HT-250 TIES
DETAIL A
1:20 -
CABLE DUCT TYP
PLAN
PEDESTAL FOOTING/CONVEYOR PEDESTAL
ANCHOR BOLTS TYP FOR PEDESTAL REINFORCEMENT (MCTF1-I - MCTF7-I)

REFER SCHEDULE BELOW REFER DRG 000-C-00047
FOR PEDESTAL REINFORCEMENT (MCTF8-I & MCTF9-I)
REFER DETAIL A
TOC PEDESTAL
REFER DESIGN DRG FOR EARTH CABLE CONDUIT DETAILS
NOM
300
TYPICAL FOR ALL PEDESTALS

FGL
’P’
MIN
100 TYP
’H’
1300 LAP FOR N24 (IF REQUIRED) T1 50 TYP

1800 LAP FOR N28 (IF REQUIRED)
T2
CJ TYP
N20-L-250 SIDE BAR TYP

’D’
LAP 700 AT CORNERS

400 COG
(MCTF8-I & MCTF9-I ONLY)
TYP
425 LAP TYP (MCTF8-I & MCTF9-I)

300 LAP TYP (MCTF1-I - MCTF7-I)
B2
BLINDING CONCRETE
B1
COMPACTED SUBGRADE
SECTION 1
-
FOOTING DATA SCHEDULE FOR 30m TRUSSES
TRESTLE TRESTLE PRECAST FOOTING PRECAST FOOTING REINFORCEMENT PEDESTALS ANCHOR BOLTS
FOOTING HEIGHT RANGE ’L’ ’B’ ’D’ ’W’ B1 B2 T1 T2 ’P’ ’H’ ’E’ ’F’ ’X’ ’Y’ MARK
MCTF1-I 500-2000 5500 2500 600 NOTE 2 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 1000 700 600 600 110 110 4-AB4-B-24-500-110
MCTF2-I 2001-5000 7000 2500 600 2500 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 1300 1000 600 600 350 350 4-AB4-B-30-600-130
MCTF3-I 5001-8000 8000 2500 600 3500 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 1300 1000 700 700 380 380 4-AB4-B-30-600-130 CONVEYOR TRESTLE
000-S-00123
ARRANGEMENT
ANCHOR BOLTS
MCTF5-I 12001-15000 10000 2500 600 6000 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 1300 1000 700 700 430 430 4-AB4-B-36-750-150 000-C-00046
TYPICAL DETAILS
CONVEYOR TRESTLES (25001-35000)
000-S-12029
MCTF7-I 20001-25000 13000 3000 600 9000 N24-LL-200 N20-LL-200 N24-LL-200 N20-LL-200 1300 1000 900 900 540 540 4-AB4-B-36-750-150 0.4 0.2 0 0.4 0.8 1.2 Metres 0.5 0 0.5 1.0 1.5 Metres GENERAL ARRANGEMENT
MCTF8-I 25001-30000 14000 5000 850 10000 N28-LL-200 N28-LL-200 N28-LL-200 N28-LL-200 1300 1000 REFER DETAIL A REFER DETAIL A CONTRACT NUMBER
MCTF9-I 30001-35000 16000 5000 850 12000 N28-LL-200 N28-LL-200 N28-LL-200 N28-LL-200 1300 1000 REFER DETAIL A REFER DETAIL A SCALE 1 : 20 SCALE 1 : 25

A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIOJV FSIOJV
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS - MINES
E
LU
R
OR U
NT
SK
M I VE
NT
RON ORE JOI

...................................................... DESIGNED BY ...............................................
CONCRETE
TRESTLE FOOTINGS - INSITU (30m TRUSSES)
DESIGN & HSEC
APPROVED BY
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12017 /0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
1
-
1. THIS DRAWING TO BE READ IN CONJUNCTION
WITH THE STEELWORK AND CONCRETE GENERAL
NOTES DRGS 000-C-00043 & 000-S-12034
2. FOR DOCUMENTATION REFER TO SPECIFICATION

DESD-000-C-0002
1200 895 5000 5000 5000 5000 5000 5000 635 1200
3. REQUIRED ALLOWABLE SOIL BEARING PRESSURE = 150kPa MINIMUM
N STAIR PAD
4. MAXIMUM LIMIT STATE PEDESTAL DESIGN LOAD
000 C 00044 FOR F1 FOOTING = 280kN (COMPRESSION)
& 50kN (TENSION) & 110kN (HORIZONTAL AT TOP)
5. FOR PRECAST CONSTRUCTION EACH F1
N STAIR PAD
FOOTING WEIGHT = 23.0t CONTRACTOR TO DESIGN
1500
SWIFT LIFT LIFTING OR EQUIVALENT AND SUBMIT
F1 TYP UNO
000 C 00044 DESIGN AND LIFTING PROCEDURE TO CLIENT FOR APPROVAL
PEDESTAL PEDESTAL
2
125
2230
-
3425
SUBSTATION
F2
BASE FRAME
CLAMP PLATE
1500
= =
5195
SWITCH ROOM SPACER PLATE

200
CENTRE OF
30 GROUT
==
GRAVITY 600x600 PEDESTAL BASEPLATE
3200
PEDESTAL
2230
F2
F2 SUBSTATION
BASE FRAME
38
172
PEDESTAL
1000
1300
MIN
PEDESTAL
1661
F2 F2 F2 F2 F2
1919
M24
A REFER DESIGN DRAWINGS FIREWALL PANEL ANCHOR BOLT
FOR ACTUAL FOOTING AND REFER DRG 000-C-12020
- 3279 3279 3279 3279
FOR DETAIL
TRANSFORMER COMPOUND
LAYOUT EXTENT OF FIREWALL 350x350x16PL
IS SHOWN ON THE BASEPLATE CLAMP REFER DETAIL
DESIGN DRAWINGS 2-OFF 30 HOLES
FOR ANCHOR BOLTS
HOT DIPPED GALVANISED SPACER REFER DETAIL
PLAN DETAIL A SECTION 2

1:10 - 1:10 -
2-M24 GR5.8 HILTI 300 PEDESTAL 8-N28-L
HAS-E-F-ROD ALL OTHER REINFORCEMENT
WITH HVU ADHESIVE AS PER 600 SQ PEDESTAL
150 100
INSTALLATION NOTES == ==
d
45%%
1. GROUT BASEPLATE INTO POSITION
400
==
==
600
PEDESTAL 2. LOCATE SUBSTATION CHASSIS FRAME
125
ON PEDESTALS
175
==
150
3. INSTALL SPACERS. SPACERS ARE TO
BE SLID SO THAT CONTACT IS MADE
WITH SUBSTATION PFC TOE
FOR FENCING AND GATES BLAST WALL FOR SINGLE OR DUAL
4. NOTE:- THICKNESS OF SPACERS HAS BEEN 16PL 12PL
125 600x600 PEDESTAL AROUND TRANSFORMER DUAL TRANSFORMER TRANSFORMERS COMPOUND
SET TO ENSURE ADEQUATE CLAMPING OF 25x65LG SLOT 26 HOLE
EXTENSION TO COMPOUND REFER COMPOUND ONLY REFER DRG 000-C-12019
CLAMP PLATE ONTO PFC FLANGE
SUPPORT WALL DRG 000-E-12180 2000 MAX PANEL WIDTH FOR DETAIL
INSTALL CLAMP PLATES
ONLY REQUIRED AT REFER DRG 000-C-12020
FIREWALL LOCATIONS
SPACER PLATE DETAIL CLAMP PLATE DETAIL
SECTION 3 1:10 PLATE TO BE HOT 1:10 PLATE TO BE HOT
DIPPED GALVANISED DIPPED GALVANISED
1:20 -
0.2 0.1 0 0.2 0.4 0.6 Metres
SWITCH ROOM
200 300 600 SQ SCALE 1 : 10

PEDESTAL
0.4 0.2 0 0.4 0.8 1.2 Metres

-
FIRE PROOF SEALANT
TO COVER FULL 3
LENGTH OF FIREWALL SCALE 1 : 20
PRECAST BEAM AT
1.5 0 1.5 3 4.5 Metres
5.0m SPAN APPROX 1. REFER DESIGN DRAWINGS FOR LOCATION AND EXTENT OF ’F1’ FOOTINGS
EACH SPAN = 850KG
FIREWALL PANEL
AT FACE OF FIREWALL
FRAMING REFER 2. REFER DESIGN DRAWINGS FOR LOCATION OF ’F2’ FOOTING
ONLY SCALE 1 : 75
3-N20-LL-200 DRG 000-C-12020
100
4-N12-S FOR DETAIL 3. REFER DESIGN DRAWINGS FOR TRANSFORMER TYPE TO SUIT TRANSFORMER
550
TOP OF PEDESTAL COMPOUND SHOWN ON DRG 000-C-12019

GROUND LEVEL
300
4. REFER DRG 000-C-12020 FOR FIREWALL PANEL DETAIL

2000
650
600
R10-HT-300 20 GAP
6-N20-S-200
GROUND LEVEL FOOTING F1
FOOTING F2
600
3-N20-LL-200
PEDESTAL SIZE 600x600
PEDESTAL CENTRES 5195 PEDESTAL SIZE 400x400
TOP OF PEDESTAL EL - TOP OF PEDESTAL EL -
500
U/S OF FOOTING EL - U/S OF FOOTING EL -

FOOTING REINFORCEMENT SUBSTATION - ELECTRICAL EQUIPMENT
FOOTING LENGTH (L) 6800 FOOTING LENGTH (L) 1000 000-E-12180
REFER TO DRG 000-C-00047 LAYOUT SHT 2 (OPTION 1)
FOR SIMILAR DETAIL B 5195
FOOTING WIDTH (W) 2000 FOOTING WIDTH (W) 1000
SUBSTATION -FIREWALL
FOOTING DEPTH (D) 500 FOOTING DEPTH (D) 500
== 000-C-12020
- ANCHOR BOLTS 2-AB4-A-24-500-110 ANCHOR BOLTS 4-AB4-A-24-500-110 GENERAL ARRANGEMENT AND DETAILS
ANCHOR BOLT CTRS (X x Y) 200x200 ANCHOR BOLT CTRS (X x Y) 180x180
SUBSTATION -TRANSFORMER COMPOUND
BLINDING TOP REINFORCEMENT N20-200 T1 N20-200 T2 TOP REINFORCEMENT N16-250 T1 N16-250 T2 000-C-12019
GENERAL ARRANGEMENT AND DETAILS
BOTTOM REINFORCEMENT N20-200 B1 N20-200 B2 BOTTOM REINFORCEMENT N16-250 B1 N16-250 B2
DETAIL B SECTION 1 CONTRACT NUMBER
1:20 - 1:75 -

WBS # 9999
A.B.N. 46 008 700 981
RD W AT
ANDA ERM
ST AR
D K
CA
FSIOJV FSIOJV
DRAWING STATUS APPROVAL SIGNED DATE REV COMPANY ...................................................... COMPANY ............................................... WAIO STANDARDS - PORT AND MINES
E
LU
R
OR U
NT
SK
M I VE
NT
RON ORE JOI
PRELIMINARY ONLY ...................... .............. ........... NAME J.ZEIDAKS

...................................................... DESIGNED BY ...............................................
CONCRETE
SUBSTATION FOOTINGS
DESIGN & HSEC
APPROVED BY
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12018 /0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
GENERAL NOTES
DIM ’A’
= =
G SIMILAR
TRANSFORMER PLINTH
000 C 00044 N12-L-200
1. THIS DRAWING TO BE READ IN CONJUNCTION
’D’ WITH THE STEELWORK AND CONCRETE GENERAL
100
NOTES DRG 000-C-00043 & DRG 000-S-12034
TYPE 1 DRAINAGE PIT 600x600x900 DEEP
’E’ 2. ALL ANCHOR BOLTS TO BE HILTI HAS-E ROD,
200 MIN
1000x1000x1500 DEEP SUMP WITH GALVANISED
SET WITH HILTI HIT HY-150 INJECTION MORTAR UNO
REFER DRG 000-C-00049 150 GRILL GRATE COVER 150
FOR DETAIL
150
3. FOR DOCUMENTATION REFER TO SPECIFICATION
DESD-000-C-0002
4. 25mm MAX GAP BETWEEN PANELS AND FILLED WITH

SIKA FIRE RATE PU SEALANT OR EQUIVALENT
TO MANUFACTURER’S INSTRUCTION
N12-L-200
3 4 SIDES TYP
5. TYPE 3 WALL PANEL = 2.2t
150 MIN
EL 0.070 TOC TYPE 5 WALL PANEL = 2.6t
- TYPE 22 WALL PANEL = 2.2t
TYPE 7 WALL PANEL = 4.1t
CENTRE OF GRAVITY OF EACH PANEL IS AT THE
MIDDLE OF THE PANEL. CONTRACTOR TO DESIGN
SWIFTLIFT LIFTING/OR EQUIVALENT LIFTING PROCEDURE
AND SUBMIT TO CLIENT FOR APPROVAL
EL 0.000 TOC N12-LL-200 6. OIL VOLUME BUND SIZE IS BASED ON CHINT TRANSFORMERS
150 MIN
7. ALL ANCHOR BOLTS ARE HILTI HAS-E ROD SET WITH
FALL HILTI HIT-HY150 INJECTION MORTAR OR EQUIVALENT
150 NB PVC PIPE
TO MANUFACTURER’S INSTRUCTION
2-N16x1200 LONG COMPLETE WITH VALVE
M16x250/20x185 SHALL READ M16 ANCHOR BOLT,
RE-ENTRANT BAR AND 200 PUDDLE
250mm LONG MAX FASTENED THICKNESS 20mm
TOP AND BOTTOM
ANCHOR BOLT
FLANGE 6mm NOM THICK
SECTION 3 AND 185MM MIN EMBEDMENT
REFER TABLE
-
REFER DESIGN DRAWINGS

FOR UNDER GROUND CABLING
AND EARTHING IF REQUIRED
170 THICK TYPE 3, 5 & 22
190 THICK FOR TYPE 7 ==
TRANSFORMER PLINTH TRANSFORMER PLINTH
N16-S-200-EW
1
-
2.0m WIDE CONCRETE
DIM ’B’
=
PANEL
’D’
’E’
TRANSFORMER PLINTH
=
2
-
DIM ’C’
RL TOP OF PLINTH RL TOP OF KERB
REFER TABLE REFER TABLE 30 GAP
TYP
48.3X3.2CHS 150x16EA
CAST-IN TUBE x100LG HOT
DIPPED GALVANISED
M20 THREADED 75
AFTER INSTALLATION
FALL
ROD AT 500 CRS

LL
FILL UP ALL THE VOID

FA
COMPLETE WITH
NUTS AND WASHERS WITH BASF MASTER FLOW
830 OR EQUIVALENT
M20x250LG
CHEM ANCHOR N16-S-200
AT 500 CRS
N16-L-200 RL 0.760 TOC
450
200
GROUND
LEVEL
CJ CJ
200
EL 0.090 TOC EL 0.150 TOC
400
M20 THREADED ROD AT
500 CRS COMPLETE WITH BLINDING LAYER
48.3X3.2CHS NUTS AND 70x16 THICK
CAST-IN TUBE = = WASHERS
600
150
OUTLINE OF ADDITIONAL ALL DETAILS NOT

230 GENERALLY 50 THICK PACKER
TRANSFORMER COMPOUND SHOWN TO BE SIMILAR
250 FOR TYPE 6, 7 & 8 REFER DESIGN DRAWINGS TO SECTION 1
2 0FF PER PANEL R SIM
PLAN 000 C 00044

SECTION 2 FOR DUAL
S
TRANSFORMERS
-
000 C 00044
G N16-S-200-T1
AGGREGATE COARSE SIZE
OF 50mm WITH A 100mm
000 C 00044 N16-S-200-T2 LAYER OF 20mm AGGREGATE
ON TOP TRANSFORMER TYPE DIM ’A’ DIM ’B’ DIM ’C’ DIM ’D’ DIM ’E’ ANCHOR BOLT EL TOP KERB EL TOP PLINTH
1, 2, 3, 22 & 23 4100 5700 2380 1100 830 M16x250/20x185 0.310 0.690
200
GL NOM SUBSTATION - ELECTRICAL EQUIPMENT

4, 5 & 24 4600 5700 2745 1300 1070 M16x190/38x140 0.410 0.730 000-E-12181
LAYOUT SHT2 (OPTIONAL 2)
CJ EL VARIES M12x280/20x220
6, 7, & 8 (FOR MINES ONLY) 5700 8100 4000 1700 1475 0.510 0.810 SUBSTATION - ELECTRICAL EQUIPMENT
200
000-E-12180
LAYOUT SHT2 (OPTIONAL 1)
SUBSTATION - FIREWALL
000-C-12020
GENERAL ARRANGEMENT AND DETAIL
N16-S-200-B2
SUBSTATION - FOOTINGS
FLOOR WILL BLINDING LAYER 000-C-12018
N16-S-200-B1 GENERAL ARRANGEMENT
SLOPE
0.5 0 0.5 1.0 1.5 Metres
CONTRACT NUMBER
SECTION 1 FOR SINGLE TRANSFORMER OR PURCHASE ORDER NUMBER
LAYOUT MAY BE HANDED

- SCALE 1 : 25
REFER DESIGN DRAWINGS REFERENCE DOCUMENTS DOC NO

A.B.N. 46 008 700 981
WBS # 9999
RD W AT
ANDA ERM
ST AR
D K
CA
FSIOJV FSIOJV
E
LU
R
OR U
NT
SK
M I VE
NT
RON ORE JOI

...................................................... DESIGNED BY ...............................................
CONCRETE
SUBSTATION - TRANSFORMER COMPOUND
DESIGN & HSEC
APPROVED BY
............................................... GENERAL ARRANGEMENT AND DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12019 /0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200
4946 4850
GENERAL NOTES
3
-
2425 2425 1. THIS DRAWING TO BE READ IN CONJUNCTION
WITH THE STEELWORK AND CONCRETE
GENERAL NOTES DRG 000-C-00043 AND 000-S-12034
225 225
1
2
160 600 MAX OUTLINE FIREWALL SCREW 160 2.0t LIFTING LUG OUTLINE GYPROCK OUTLINE GYPROCK
-
PANEL FRAME TYP 2 PLACES FYRCHEK MR FYRCHEK MR
CP TYP
= = TYPE 1 2. REFER MANUFACTURER’S INSTALLATION
REFER DRG 000-S-00060 PLASTERBOARD PLASTERBOARD INSTRUCTION AND PROCEDURE FOR GYPROCK
165
FOR SIMILAR DETAIL PLASTERBOARD INSTALLATION
250PFC
3. FOR DOCUMENTATION REFER TO
SHEETING No 1
SPECIFICATION DESD-000-C-0002
80
250PFC
70x5FL 70x5FL
325
250PFC
250PFC
10 GAP 4. GAP TO BE FILLED WITH SIKA FIRE RATE PU
850
14 HOLE
150PFC
70x5FL 70x5FL
800
800
DURAGAL
150PFC
850
900
150PFC
TYP FOR M12 BOLT SEALANT OR EQUIVALANT
50x5 EA 70x5FL
50 TYP
150PFC
TYP
26 HOLE 5. EACH PANEL WEIGHS 2.0t

50
200x75x6 DURAGAL CHANNEL 200x75x6 DURAGAL CHANNEL

TYP 2 PLACES
6. USE KBS MORTAR SEAL FOR SEALING CABLE
PENETRATION
SHEETING No 2
375
45 300 45 7. FIREWALL IS RATED AS 120/120/120

-
2430
2400
2400
2400
800
800
800
MAX TYP DURAGAL

4 50x5 EA TYP 150PFC
TYP
50
200x75x6 DURAGAL CHANNEL 200x75x6 DURAGAL CHANNEL

LIFTING DIAGRAM
SHEETING No3
335
70x5FL 70x5FL
780
800
800
26 MOUNTING
630
HOLE TYP
350
OTHER SIDE
90
70x5FL 70x5FL TYP
60%
%d
250PFC
650
130 130 ==
CABLE TRAY ENTRY OPENING
REFER DESIGN DRAWING FOR CABLE
ENTRY LOCATION NOTE - ENTRY OUTLINE COLORBOND
MAY NEED TO BE CUT ON SITE CUSTOM ORB SHEETING
FIRST LAYER SECTION SECTION

ELEVATION - FIREWALL PANEL FRAMING 1 2
0.6mm COLORBOND
4946
’ULTRA’ FLASHING. - -
COLOUR AS PER
SPEC-000-S-00061 150 50
PEDESTAL
225 300 SCREW 160 250PFC OUTLINE SWITCHROOM
TYPE 2 3 LAYERS 16mm THICK
MAX
GYPROCK FYRCHEK MR
165
PLASTERBOARD
SCREW TYPE 4 AT
225
MAX 300 CENTRES

MAX
300
850
SHEETING No 1
CP TYP
550
1350
50
LAYER 1 GYPROCK
FYRCHEK MR FASTENERS FOR GYPROCK PLASTERBOARD FIXING SPECIFICATION 70x5FL
150PFC
PLASTERBOARD
SCREW TYPE 1 = 12-24x32mm CLASS 3 COUNTERSUNK 12 GAUGE - 24TPI
SCREW TYPE 2 = 12-24x50mm CLASS 3 COUNTERSUNK

2430
SCREW TYPE 3 = #-10x40mm CLASS 3 LAMINATING SCREW
800
LAYER 2 GYPROCK SCREW TYPE 4 = 12-24x100mm CLASS 3 WASHER FACE HEX HEAD SCREW
FYRCHEK MR
50
M24 BOLT SCREW TYPE 5 = 12-24x50mm CLASS 3 WASHER FACE HEX HEAD SCREW
PLASTERBOARD
SCREW TYPE 1, 2, 4 & 5 TO BE SELF DRILLING SERIES 500 SCREWS SECTION 4
SHEETING No 2
350
5
1:10 -
-
1080
LAYER 3 GYPROCK
FYRCHEK MR
150
PLASTERBOARD
90
150PFC
160
120 200 2 - 26 HOLES
VAPOUR BARRIER
FOR M20 GR 5.8 HILTI
HAS-E-F-ROD WITH
250PFC
ELEVATION - 16mm THICK GYPROCK FYRCHEK MR PLASTERBOARD 400 HVU ADHESIVE
BRADFORD ENVIROSEAL TYP CUSTOM ORB 200x75x6 400x120x12PL ANGLE
SECOND LAYER VAPOUR BARRIER BETWEEN CLADDING DURAGAL CHANNEL BRACKET TYP
CUSTOM ORB AND 3RD LAYER
4946 OF GYPROCK 26x50LG SLOT
HORIZONTALLY IN
SPACING TO SUIT 1200 1346 1200 1200 BRACKET AND
200x75x6 3 LAYER GYPROCK
CORRUGATIONS 26 IN PFC
SHEETING No 1 SHEETING No 2 SHEETING No 3 SHEETING No 4 SCREW TYPE 4 FYRCHEK MR
IN SHEETING DURAGAL CHANNEL 50x5EA DURAGAL ANGLE
AROUND PERIMETER PLASTERBOARD
180 152 70 SCREW TYPE 3 SCREW TYPE 3 SCREW TYPE 5 FOR
BETWEEN SHEETING,
TYP GYPROCK TYP GYPROCK COLORBOND ’ULTRA’ COLORBOND SHEETING
TYP GYPROCK AND
165
SHEETING ONLY SHEETING ONLY CUSTOM ORB 0.42 BMT SCREW CENTRES TO
FLANGE CUSTOM FLASHING 150PFC 0.2 0.1 0 0.2 0.4 0.6 Metres
CLADDING. COLOUR AS SUIT CORRAGATIONS
0.6mm COLORBOND
PER SPEC-000-S-00061 FLASHING COLOUR AS
345
TO COVER FULL LENGTH PER SPEC-000-S-00061
AND WIDTH OF GYPROCK SCALE 1 : 10
205
PLASTERBOARD 250PFC
850
0.5 0 0.5 1.0 1.5 Metres
75
==
PEDESTAL
250PFC
SCALE 1 : 25
50
CONCRETE KERB TO
SEALANT TO COVER
2430
RUN FULL LENGTH

800
OF FIREWALL FULL HEIGHT AND

OVER THE TOP
20
400 MAX
GROUND LEVEL PEDESTAL

MAX
400
715
THESE TWO ROWS

OF SCREWS TO BE
TYPE 4
90
SUBSTATION - TRANSFORMER COMPOUND

000-C-12019
GENERAL ARRANGEMENT AND DETAILS
SUBSTATION - FOOTINGS
SCREW TYPE 3 000-C-12018
BETWEEN GYPROCK GENERAL ARRANGEMENT
PANELS TYP ELEVATION - 16mm THICK GYPROCK FYRCHEK MR PLASTERBOARD
SECTION 3 SHOWN FULLY ASSEMBLED
SECTION 5 CONTRACT NUMBER
THIRD LAYER 1:10 -
1:10 -

A.B.N. 46 008 700 981
WBS # 9999
RD W AT
ANDA ERM
ST AR
D K
CA
FSIOJV FSIOJV
E
LU
R
OR U
NT
SK
M I VE
NT
RON ORE JOI

...................................................... DESIGNED BY ...............................................
CONCRETE
SUBSTATION - FOREWALL
DESIGN & HSEC
APPROVED BY
............................................... GENERAL ARRANGEMENT AND DETAILS
DES
BY
DRN
BY
CHK
BY
DES/
CON
DES
BY
DRN
BY
CHK
BY
DES/
CON
.......................................... A1 DRG. NO.
000 C 12020 /0
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200

Waio Stds Master 000-c 6

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WEST AUSTRALIAN IRON ORE STANDARDS

(WAIO STANDARDS MASTER – “FAST” PROJECTS)

1500 MAX CENTRES

GALVANISED AND PAINTED TO BHPBIO

1500 MAX CENTRES 6. REFER DESIGN DRAWINGS FOR

TYPICAL ARRANGEMENT OF GUARD POST AT MANHOLE

165 OD x 5.4 WT CHS

DRILL 4/22 HOLES FOR

M20 HILTI MASONRY ANCHORS

10 THK x 176 ID 20 WIDE WELDED COLLAR

400 320 600

REFERENCE DOCUMENTS DOC NO

Approved: Checked against:

LOCATION/ELEMENT GRADE LOCATION/ELEMENT GRADE

BLINDING S15 BLINDING S15

STRUCTURAL GENERAL S40 STRUCTURAL GENERAL N32

WHARF WORKS, S50

BURIED STRUCTURE (BACKFILLED AGAINST GROUND) 50mm

BURIED STRUCTURE (CAST AGAINST GROUND) 75mm

CAST AGAINST BLINDING 50mm

COLUMNS AND PEDESTALS 50mm

4.7 REINFORCEMENT SYMBOLS USED ON THE DRAWINGS ARE:

N DENOTES GRADE 500N DEFORMED BARS TO AS/NZS4671

R DENOTES GRADE 250R PLAIN BAR TO AS1302

SL DENOTES GRADE 500L, WELDED FABRIC TO AS/NZS4671

4.8 EXPLANATION OF NOTATION FOR REINFORCING USED ON DRAWINGS:

12 NUMBER OF REINFORCING BARS (ONLY USED IF LESS THAN 15 BARS)

N24 BAR GRADE AND DIAMETER

L BAR SHAPE TO AS1100.501

300 DISTANCE BETWEEN BAR CENTRES

T1 DESIGNATION OF REINFORCEMENT LAYER - REFER

STEELWORK GENERAL NOTES 000-S-12034

EXAMPLE WALL REFERENCE DOCUMENTS DOC NO

Approved: Checked against:

PRELIMINARY ONLY ...................... .............. ........... NAME J ARMSTRONG

1 400 PEDESTAL REINFORCEMENT

300 MIN-1200 MAX

150 MIN-300 MAX

FGL. C.J. DETAIL T

N12-L-400 SLAB / PEDESTAL INTERSECTION

2 (TYP) DOWEL BARS

220 1 GOING CORNERS

1000 x (1000) NOT SHOWN

150 350 UNO ON DESIGN DRAWING N12-300 C.J.

Approved: Checked against:

PRELIMINARY ONLY ...................... .............. ........... NAME J. ARMSTRONG

TYPE ED4 3. ALL CAST-IN ITEMS TO BE HOT DIP

FACE OF WALL OR SLAB

RL T.O. PLATE LUG

REFER DESIGN APPLY PROTECTIVE COATING

250 CRS. MIN. (PREFERED)

OVER 6000 MUST HAVE A CAGE

6000 MAX. FLOOR HEIGHT

REFERENCE DOCUMENTS DOC NO

Approved: Checked against:

DRAWING TITLE REVISED J. ARMSTRONG

SLEEVES AND ANCHOR PLATES, TO BE HOT DIP

DRAWINGS ARE TO BE INTERPRETED AS THUS;

GRADE 8.8/S TYPE AB8