ARCHITECTURAL STRUCTURAL CIVIL · sl72 mesh central 100mm mixture of fine aggregate max 3 - 7mm...

DRAWING SCHEDULE

PROJECT NUMBER:

6 ENGINEER SUPPORT REGIMENTZABUL LINES, SAPPERS WAY, AMBERLEY QLD 4306

ARCHITECTURAL STRUCTURAL CIVIL

AGR REFURBISHMENTCANUNGRA TRAINING AREA

985-6ESR-003A

A001 LOCATION PLANA002 AGR LAYOUTA003 AGR DRAINAGE PLANA004 TOWER PLANA005 TOWER ELEVATIONSA006 THROWING BAY STANDINGA007 THROWING BAY KNEELINGA008 THROWING BAY PRONEA009 AMMUNITION PREP BAY PLANA010 AMMUNITION PREP BAY ELEVATIONSA011 BULK AMMUNITION STORE PLANA012 BULK AMMUNITION STOREA013 30 PERS WAITING BAY FLOOR PLANA014 30 PERS WAITING BAY ROOF PLANA015 30 PERS WAITING BAY ELEVATIONSA016 30 PERS WAITING BAY ELEVATIONSA017 SCHEDULESA018 SIGNAGEA019 TYPICAL TARGET DETAILSA020 TARGET DETAILS 1 - 3A021 TARGET DETAIL 4 - 5

S001 TOWER PLANS002 TOWER SECTIONS003 TOWER DETAILSS004 THROWING BAY STANDINGS005 THROWING BAY KNEELINGS006 THROWING BAY PRONES007 THROWING BAY DETAILSS008 AMMUNITION PREPARATION BAYS009 BULK AMMO STORE PLANS010 BULK AMMO STORE FORMWORK PLANS011 BULK AMMO STORE SECTIONSS012 30 PERS WAITING BAY PLANS013 30 PERS WAITING BAY LINTEL PLANS014 30 PERS WAIT BAY FORMWORK PLANS015 30 PERS WAIT BAY START BAR PLANS016 30 PERS WAITING BAY SECTIONSS017 DETAILSS018 NOTES GENERALS019 NOTES CONCRETES020 NOTES REINFORCEMENTS021 NOTES STEELS022 NOTES STEEL / FORMWORKS023 NOTES MASONRY

C019 IMPACT AREA CROSS SECTION 5 OF 11C020 IMPACT AREA CROSS SECTION 6 OF 11C021 IMPACT AREA CROSS SECTION 7 OF 11C022 IMPACT AREA CROSS SECTION 8 OF 11C023 IMPACT AREA CROSS SECTION 9 OF 11C024 IMPACT AREA CROSS SECTION 10 OF 11C025 IMPACT AREA CROSS SECTION 11 OF 11C026 SUB SOIL DRAINAGE PLANC027 IMPACT AREA SECTIONSC028 SUBSOIL DRAINAGE DETAILSC029 DRAIN OUTLET DETAILSC030 AGR DRAINAGE INFRASTRUCTUREC031 HEAD WALL DETAILSC032 GENERAL SIGNAGEC033 RANGE ENTRY GATEC034 GENERAL SIGNAGE

C001 RANGE DESIGNC002 ROAD DESIGNC003 ACCESS ROAD ALIGNMENT LONG SECTIONC004 ROAD CROSS SECTION 1 OF 8C005 ROAD CROSS SECTION 2 OF 8C006 ROAD CROSS SECTION 3 OF 8C007 ROAD CROSS SECTION 4 OF 8C008 ROAD CROSS SECTION 5 OF 8C009 ROAD CROSS SECTION 6 OF 8C010 ROAD CROSS SECTION 7 OF 8C011 ROAD CROSS SECTION 8 OF 8C012 ROAD DETAILSC013 IMPACT AREA PLANC014 IMPACT AREA LONG SECTIONC015 IMPACT AREA CROSS SECTION 1 OF 11C016 IMPACT AREA CROSS SECTION 2 OF 11C017 IMPACT AREA CROSS SECTION 3 OF 11C018 IMPACT AREA CROSS SECTION 4 OF 11

DRAWING STATUS :DRAWING NUMBER :

TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :

BY CHKD DATEREV DESCRIPTION

AMMENDMENTS

6 ENGINEERSUPPORT REGIMENTZABUL LINES SAPPERS WAY,AMBERLEY, QLD 4306Telephone (07) 5361 7075 Facsimile (07) 5361 7022

PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 5000

LOCATION PLAN

A001 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION

SPR JONES, SPR ROWELL

WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 5000LOCATION PLAN

ASSAULT GRENADE RANGE

NW SENTRY POINTWITH RDA GATES

GR 56J 19667 98537

SW RDA GATESGR 56J NP 19114 97374

6X9 SHELTERON CONCRETE SLAB

BULK AMMUNITION STORE, DMEO AND PORTALOO SHELTERS

HARDSTANDING FORPORTALOO AND

FOUR BUSHMASTERS

20

98

0 FOR CONSTRUCTION A.W* 13/06

TOWER

TARGET AREA

STANDING BAY KNEELING BAY PRONE BAY KNEELING BAY STANDING BAY WAITING BAY 1

AMMUNITION PREP BAY 1

WAITING BAY 2


6700 50002880

10500 10500 10500 10500 10500 105002880

5000 6700

2490

1150

040

000

5399

0

BULK AMMUNITION STORE, DMEOAND PORTALOO SHELTER

DatumPointE : 520092.855N : 6898150.755RL: 286.000 AHDWGS 84

EXISTING THROWING BAYSAND TOWER

2M GRAVEL PATH

EXISTING TRACK

2

3

4

1

NEW TRACK

94160


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

AGR LAYOUT

A002 FOR CONST


985-6ESR-003A01 AUG 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 500AGR LAYOUT

NOTE:DIMENSION ARE FOR BUILDINGLAYOUT. REFER TO C001 FORSLAB LAYOUT

RANGE COORDINATES

1: 56J NP 20056 981382: 56J NP 20068 981003: 56J NP 20130 981634: 56J NP 20142 98125

0 FOR CONSTRUCTION A.W* 13/061 DATUM HEIGHT CHANGED A.M 07/08I.F

TARGET AREA

EXISTING TRACK

100mm PVC PIPE FROMTHROWING BAYS.1 in 100 FALL TO PIT,WITH MIN 450mm COVER

900 x 900 RAISED GRATEDRAIN WITH 300mmCONCRETE PIPE UNDER ROADTO DAYLIGHT1 in 200

TOWER



WAITING BAY 2


2M GRAVEL PATH

NEW TRACK

CO IO IO IO CO

IO

COSUB SOIL DRAIN CO

COCO


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

AGR DRAINAGE PLAN

A003 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 500AGR LAYOUT

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

IO - INSPECTION OPENING

CO - 45° CLEAR OUT OPENING

LEGEND


CO

NC

4000

CONC

3400

1200X1200CONC. PAD

500 2400 500

1200

1650

800

2400

800

1

A004

AGV

AGV

AGV

GATE

WEB FORGELANDING

710

2400

90

3200

600

1600

200

400 1600 400

2400

1

A004

W1 W1

W1

LANDING LEVEL

TOWER PITCHPOINT

70 X 50mm ROUGH SAW,HARD WOOD, TIMBER

CLADDING ON 70 X 35mmVERTICAL ROUGH SAW,HARD WOOD BATTENS

AT 750mm MAX CENTRES

BLK WEBFORCE TREAD - 76

HR 7

200 PFC STRINGER

AGV


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

TOWER PLAN

A004 FOR CONST


985-6ESR-003A26 JUN 2014

1 : 100GROUND FLOOR

1 : 100LANDING EVEL

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

AGV - DENOTES ARMOURED GLASS VIEWING PANEL

BLK - DENOTES BLOCKWORK WALL

CONC - DENOTES CONCRETE

LEGEND

1 : 50A004Section 41

0 FOR CONSTRUCTION A.W* 13/061 TOWER DIMENSIONS A.R 26/06A.W*

AGV

GALVANISEDSTAIRS

ROUGH SAWNHARD WOODTIMBER CLADDING

SPEAKER

W1

3000

LANDING LEVEL

AGV

GATE


TOWER PITCHPOINT

ROUGH SAWNHARD WOOD

TIMBER CLADDING

CONCRETE

SPEAKERSPEAKER

1

A004

W1

DOUBLE SWINGCHAIN WIRE MESHLOCKABLE GATES

FIXED CHAIN WIREMESH PANEL


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

TOWER ELEVATIONS

A005 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50SIDE ELEVATION

1 : 50REAR ELEVATION

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

AGV - DENOTES ARMOURED GLASS VIEWING PANEL



LEGEND


990 2500 990

190

1120

190

ROUGH SAWNHARD WOOD

TIMBER CLADDING

2

A006

190 2500 190

100mm MIXTURE OF FINEAGGREGATE MAX 10mm

SIZE OVER CONCRETE SLAB100mm HIGH UPSTAND

100mmØ UPVC DRAIN

NOMINAL LOCATION OFTOE OF CONCRETE

MOUND BATTER

4480

800

1500

100

THROWING LINE

500

1200

300

EB EB

200um PLASTIC

75 CONCRETE SLABMOUND TO FRONT OF

THROWING BAYS.NOMS 1:2 SLOPE

SL72 MESH CENTRAL

ROUGH SAWNHARD WOOD

TIMBER CLADDING

SURROUNDING GROUND TO BEFLUSH TO CONCRETE EDGE LEVELAND FREE DRAINING AWAY FROMTHROWING POINT

GALVANISED DRAIN COVERGEOTECH FABRIC OVERWHOLE OF BASE

PROVIDE GROUTED SLOPE TO TOPOF BLOCKWORK, FALL TOWARDSIMPACT AREA AT MIN 1:10 SLOPE

100mm MIXTURE OF FINEAGGREGATE MAX 3 - 7mm SIZEOVER CONCRETE SLAB

100 Ø UPVC DRAINTO SUITABLELOCATION1:80 FALL

IMPACT AREAGRAVEL FILL

300 DEEP

550

FLOOR LEVEL

ROUGH SAWNHARD WOOD

TIMBER CLADDING

2

A006

1200

LINE OF TOP OF CONCRETE MOUNDAGAINST BLOCKWORK ONEXTERNAL FACE

FORMED SLOPE TOTOP OF WALL


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

THROWING BAY STANDING

A006 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

EB - DENOTES EDGE BEAM

- DENOTES BLOCKWORK WALL

LEGEND

1 : 50PLAN

1 : 20A006SECTION2

1 : 50ELEVATION


1000

EB EB


500

ROUGH SAWNHARD WOOD

TIMBER CLADDING75 CONCRETE

MOUND TO FRONTOF THROWING BAYS.

NOMS 1:2 SLOPESL72 MESH CENTRAL



PROVIDE GROUTED SLOPE TO TOPOF BLOCKWORK, FALL TOWARDSIMPACT AREA AT MIN 1:10 SLOPE


300 DEEP

200um PLASTIC


635

1

A007

190

1120

190


SIZE OVER CONCRETE SLAB

800

1500

100mm HIGH UPSTAND

100

100mmØ UPVC DRAIN

4480

990 2500 990

NOMINAL LOCATIONOF TOE OF CONCRETE

MOUND BATTER

190 2500 190

ROUGH SAWNHARD WOOD

TIMBER CLADDINGTHROWING LINE

FLOOR LEVEL

1

A007

ROUGH SAWNHARD WOOD

TIMBER CLADDING

1000



TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

THROWING BAY KNEELING

A007 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON



LEGEND

1 : 20A007SECTION1

1 : 50PLAN

1 : 50ELEVATION


FLOOR LEVEL

600

EBEB

500




PROVIDE GROUTED SLOPE TO TOPOF BLOCKWORK, FALL TOWARDSIMPACT AREA AT MIN 1:10 SLOPE75 CONCRETE SLAB

MOUND TO FRONT OFTHROWING BAYS.NOMS 1:2 SLOPE

SL72 MESH CENTRAL

ROUGH SAWNHARD WOOD

TIMBER CLADDING


300 DEEP

200um PLASTIC


720

1

A008

990 2500 990

190

1120

190

800

190 2500 190


SIZE OVER CONCRETE SLAB 100mm HIGH UPSTAND

100mmØ UPVC DRAIN

NOMINAL LOCATIONOF TOE OF CONCRETE

MOUND BATTER

ROUGH SAWNHARD WOOD

TIMBER CLADDING

100

800

1500

THROWING LINE

DATUM POINT

4480

FLOOR LEVEL600

1

A008




TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

THROWING BAY PRONE

A008 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON



LEGEND

1 : 20A008SECTION1

1 : 50PLAN

1 : 50ELEVATION


600

2500

190

600

2690

600 190 2500 190 600

2880

A010

1

A010

3

A010 4A0102

1

A009

THROWING LINE

185 100

250

300

FALL

1

A009

FLOOR LEVEL

2200 ROOF LINE

5A010

220025

75


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

AMMUNITION PREP BAY PLAN

A009 FOR CONST


985-6ESR-003A26 JUN 2014

1 : 50FOOTING AND SLAB PLAN

1 : 50ROOF SLAB PLAN

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

NOTE:

THE SACRIFICIAL TIMBER IS TO BEINSTALLED ON THE INWARD ANDFORWARD FACES OF THE BUILDINGS

1 : 50A009SECTION1

0 FOR CONSTRUCTION A.W* 13/061 FOOTING DIMENSIONS A.R 26/06A.W*

185100

BLK BLK

ROUGH SAWNHARD WOODTIMBER EDGING

BLK

220025

75

FLOOR LEVEL

2200 ROOF LINE

CONC


FLOOR LEVEL

2200 ROOF LINE


CONCCONC

BLK

220025

75

5°

FLOOR LEVEL

2200 ROOF LINE

25mm ARRIS CORNERSTO EDGES

CONCRETE

FORMED 25mm DRIPGROVE ALL AROUND

CONCRETE BLOCK WORK

SEAL ALL BLOCKWORKBEFORE FIXING BATTENS

70 X 50mm ROUGH SAW,HARD WOOD, TIMBERCLADDING ON 70 X 35mmVERTICAL ROUGH SAW,HARD WOOD BATTENSAT 750mm MAX CENTRES

CONCRETE MOWING STRIPTO BE SLOPED AWAYFROM BUILDING


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

AMMUNITION PREP BAY ELEVATIONS

A010 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50FRONT ELEVATION

1 : 50REAR ELEVATION



SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON



LEGEND

NOTE:


1 : 25A009AMMUNITION STORE SECTION5


FALL

A0122

A012

1

2

S011

LOCKABLE CHAIN WIREMESH DOUBLE GATEWITH TUBULAR FRAMING

ROOF LINE OVER

3

S011

300

2500

1500

1

S011

700 300190

510190

2120 190 2500 1000

7700

300

690

1000

A012 3

4

S011

1:10

FAL

L

2800

2650

150

2500

150

850

150 700

150 2500

150

690

200


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

BULK AMMUNITION STORE PLAN

A011 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50FLOOR PLAN

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 50ROOF PLAN


FLOOR LEVEL

2200 ROOF LINE

LOCKABLE CHAIN WIREMESH DOUBLE GATEWITH TUBULAR FRAMING

SINGLE LOCKABLE GATE

400

2200

50

335

3521

65

DMEO ROOF LINE

185

700

300 STEEL PLATES

CHAINWIRE PANEL

FLOOR LEVEL

2200 ROOF LINE

2535

2200

DMEO ROOF LINE

2600


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

BULK AMMUNITION STORE

A012 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50BULK AMMO STORE FRONT

1 : 50BULK AMMO STORE RIGHT

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 50BULK AMMO STORE LEFT


A016

A015

A016

A015

1190 1600 1120 1600 1190

600

600

2480

600

600

1900

4880

1000

800 600 900 2100 900 600 800

190 6320 190

1000 6700 1000

1

12

2

AGV-S

VEN

TVE

NT

AGV-S

W3 W3

W2W2

W5

W5

W4W4

D119

045

0019

0

DOOR LATCH

THROWING LINE


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

30 PERS WAITING BAY FLOOR PLAN

A013 FOR CONST


985-6ESR-003A01 AUG 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 50FLOOR PLAN

AGV-S - DENOTES ARMOURED GLASS VIEWINGPANEL WITH SACRIFICIAL PROTECTIVEPOLYCARBONATE PANEL



LEGEND

NOTE:


0 FOR CONSTRUCTION A.W* 13/061 DIMENSION CHANGE & THROWING LINE A.M 07/08I.F

185 6700 100

1:10

FAL

L

250

4880

300

6985

5430


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

30 PERS WAITING BAY ROOF PLAN

A014 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50ROOF PLAN

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


FLOOR LEVEL

VENTVENT

HEA

D H

EIG

HT

2100

CONC

1100

PERSPEX WINDOW

PERSPEXWINDOW

W3

W4 W4

W3

2400 ROOF LINE

D1

LOCKABLEDOUBLE DOOR

FLOOR LEVEL

CONC

AGV-S AGV-S

2985

SILL

HEI

GH

T

1300

W2 W2

2400 ROOF LINE


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

30 PERS WAITING BAY ELEVATIONS

A015 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50ELEVATION

1 : 50ELEVATION

AGV-S - DENOTES ARMOURED GLASS VIEWING PANELWITH SACRIFICIAL PROTECTIVEPOLYCARBONATE PANEL



LEGEND

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


FLOOR LEVEL

VENT VENT

BLK

CONC

200

2200

2985

W5 W5

2400 ROOF LINE

FLOOR LEVEL


CONC

2400 ROOF LINE


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

30 PERS WAITING BAY ELEVATIONS

A016 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50ELEVATION

1 : 50ELEVATION

AGV - DENOTES ARMOURED GLASS VIEWING PANELWITH SACRIFICIAL PROTECTIVEPOLYCARBONATE PANEL



LEGEND

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


STAINLESS STEEL KICK PLATETO BOTH SIDES

NOTE:

DOOR HARDWARE ASPER SPECIFICATION

2100

2100

250

500

1600

500

1600

800

600

800

600

2000

600


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

SCHEDULES

A017 FOR CONST


985-6ESR-003A13 JUN 2014

Door Schedule

DOOR TYPEDOOR

NUMBER COUNT WIDTH HEIGHT

2100 X 2100 SOLID CORE DOUBLE SWING DOOR D1 2 2040 2080

Window Schedule

WINDOW TYPEWINDOWNUMBER COUNT WIDTH HEIGHT REMARKS

123 3 1600 5001600 X 500 FIXED PANE WINDOW AGR W1 3 1600 5001600 X 500 FIXED PANE WINDOW AGR W2 4 1600 500 TO HAVE A SACRIFICIAL PROTECTIVE POLYCARBONATE PANEL COVER600 x 800 FIXED PANE WINDOW AGR W3 4 600 800600 X 800 LOUVERED PANEL WITH MESH W4 4 520 720 TO HAVE VERMIN PROOF WIRE MESH ATTACHED600 X 2000 LOUVER WITH MESH W5 4 520 1920 TO HAVE VERMIN PROOF WIRE MESH ATTACHED

DOOR SCHEDULE LINTEL SCHEDULE

WINDOW SCHEDULE

W1 W2 W3 W4 W5

W1

LINTEL SCHEDULE

BLOCK OPENING NO. COURSES BAR

1 N16 - EACH COURSE

1- N20 EACH COURSE

1 N20 EACH COURSE

1200mm

2400mm

3000mm

1

2

3

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON



TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :SIGNAGE

A018 FOR CONST


985-6ESR-003A13 JUN 2014

WAITING BAYS THROWING BAYS BULK AMMUNITION BAY

AMMUNITION BAYS

2 BAYS SIGN 1(QTY 1)

SIGN 2(QTY 1)

SIGN 3(QTY 2)

SIGN 4(QTY 2)

2 BAYSSIGN 5(QTY 2)

SIGN 6(QTY 2)

SIGN 7(QTY 1)

1 BAY SIGN 9(QTY 1)

SIGN 10(QTY 1)

2 BAYS SIGN 8(QTY 2)

SIGN 9(QTY 2)

2 BAYS

1 BAYS

R of A SIGNTO ALLBUILDINGSEXCEPTAGRTHROWINGBAYS

SIGN 11(QTY 8)

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


TARGET POST250mm Ø HDPESLEAVE

7mm NOMINALIMPACT GRAVEL

CONCRETE

100

300

800

200

600 DIA

CONCRETE RAKINGTO FOOTING

1

A019

250mm DIA HPDESEAVE

6N16

R-10-20050 COVER

TARGET POST

A019 3

800

150 100

80

FALL2 No. COUNTERSUNK 12Ø GALV \BOLTS TO FIX HWD PLATE

NOM. 250mmØ H4 TARGET HARD WOODPOST RRIMMED TO PROFILE SHOWN

TARGET BY COMMONWEALTH

9mm SLOT25Ø HOLE THROUGH POST

FALL

4A019

75

60mm Ø 6mm SS PLATE

15mm Ø SS PIN WITHPOINTED ENDS

2 No. 8mm Ø SS BOLTS

WELDED100 X 38 HARD WOODTIMBER PLATE


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

TYPICAL TARGET DETAILS

A019 FOR CONST


985-6ESR-003A26 JUN 2014

1 : 20A019TYPICAL TARGET POLE FOOTING1

1 : 20TYPICAL TARGET POLE FOOTING

1- ALL TARGET POSTS AND POLES MADE FROM HARD WOOD POLES DIAMETER TO SUIT 250MM DIA SLEEVE

2- ALL CONCRETE BASES TO BE RAKED TO PREVENT GRENADE RESTING AGAINST POSTS.

NOTE:

1 : 10A019TARGET 1 POST DETAIL3

1 : 10A019SS MOUNTING PIN4


SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1700 1700

1200 1200

1250

1250

1 1

1

1 1

A020

1 A020

2

TIMBER POSTTO FORMWINDOW FRAME


1760

2400

2400

100

20Ø X 400 GALV PIN

RECESS END OF PIN

TIMBER POST TOFORM WINDOW FRME

CONCRETERAKING

REFER TO DETAIL 01-C20FOR DETAIL

1760

RAIL

A020

3

TIMBER POSTTO FORMWINDOW FRAME


1160

250

600

100

20Ø X 400 GALV PIN

RECESS END OF PIN

TIMBER POST TOFORM WINDOW FRME

CONCRETERAKING

REFER TO DETAIL 01-C20FOR DETAIL

RAIL

1160

2400

2100

1000

250

CONC RAKING

TARGET BY COMMONWEALTHHOLES PUNCHED IN TARGET

SUPPORT TIE OFF POINTS

TIMBER TARGET POST

SS PIN FOR MOUNTING OF TARGET

2 No. COUNTER SUNK 12Ø GALVBOLTS TO FIX TIMBER PLATE 4

A019

REFER TO DETAIL 02FOR FOOTING DETAIL


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

TARGET DETAILS 1 - 3

A020 FOR CONST


985-6ESR-003A26 JUN 2014

1 : 50TARGET 1 TROOPS IN OPEN

1 : 50TARGET 2 WINDOW

1 : 50A020TARGET 2 WINDOW2

1 : 50TARGET 3 DOOR

1 : 50A020TARGET 3 DOOR3

1 : 50A020TARGET 1 POLE FOOTING1


SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

A021

2

3

A021

TIMBER TARGET POSTRAIL ON GROUND

CONC RAKING

250

250

1760

600

3

A021

CONC POLE FOOTINGSEE DETAIL 01-C20

TIMBER TARGET POST.REFER DETAILSRAIL ON GROUND

RECESS END OF PIN20Ø X 400 GALV PIN

1250

1360

1760

RAIL

4A021

CONC RAKING

RAIL

125

600

TIMBER RAIL ON GROUND

CONCRETE RAKING

N12 - 300

150

130

4N12

A021

7

6

A021

20mm GAP AT MITRESFOR DRAIN

300

2000

300

500

1000

500

WOODEN TARGET POST

LINE OF CONCRETEBELOW

RAIL ON GROUND

RAIL ON GROUND

TIMBER TARGET POST


1000 300

1250

4A021

TIMBER TARGET POST



TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

TARGET DETAIL 4 - 5

A021 FOR CONST


985-6ESR-003A26 JUN 2014

1 : 50TARGET 4 RAIL ON GROUND

1 : 50A021TARGET 4 RAIL ON GROUND2

1 : 50A021SECTION3

1 : 20A021TYPICAL RAIL ON GROUND4

1 : 50TARGET 5 MORTAR PIT

1 : 50A021SECTION6

1 : 50A021ELEVATION7


SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

4000

0

DatumPointE : 520092.855N : 6898150.755RL: 286.000 AHDWGS 84

94160

87003400

4080 7660 4480 6020 4480 6020 4480 6020 4480 6020 4480 7660 40803400

8700

1200

1650

4000

1070

0

TOWER

TARGET AREA



WAITING BAY 2


1200

3400


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

RANGE DESIGN

C001 FOR CONST


985-6ESR-003A01 AUG 2014

0 FOR CONSTRUCTION A.M 20/06

1 : 500AGR LAYOUT

1 NEW SLAB LAYOUT PLAN A.R 26/06A.M

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

2 NEW CIVIL DATA UPDATED I.F 01/08A.M3 DATUM HEIGHT CHANGED I.F 07/08A.M

N NNNNNNNNNNNNNNNN 666 666N6

S NSS6NSNSSNSSNN S66 666 NS6N8

6 NDNSNNNNSDNNSS 666 N66SS

N

S

6 NDNSNNNNSDNNSS

NSS6NSNSSNSSNN

NNNNNNNNNNNNNNNN

S66

666

666

666 N66SS

NS6N8

666N6

N9N68669

N9N686655

NNNSNNNNNNNSN

NNNSNN69N6NS6NNNNSLNLS9NDNN6SNNN9

SNNLLNSDNNSNSSNNNN6NSNNDNNSNL6NN6NSNNNN8NNN699NNNNNNNN6L9SN9NN6NNNNNNND6NSNNSNNSNNSSNSN6NSNSN6NN

N69LNmNN69LNmNSLNSN6NNNDNNSN6NNLLNmNSS6mLNNNNNSNSNSNSSNNNSSNNNN6SN6ENSN6SS

NSNNNNSN6NNNNNN6NNN6SNN6NNNNNNNNN

N6NNN69NNNNN6NS

NSSSSNNNSNNNSND6NNNNSN

NSNNNNSN6NNNNNN6NNN6SNN6NNNNNNNNN

N6NNN69NNNNN6NS

SKNNNNNSNNN6NK

SSNNNNSNNNN

66SNS6SNNN

TTTTT T T T

,6LN9N9NNSNNN6SSSNNND6N,66LSN9SN,N69SNm6N6

N222222222N2N22N566SN2N25NN2222L22222N2N22N566SN2N66

NN69S2

S6NSNSN6DN2

SN6DNNLN2

NNNDSNNN2

66N6SSNN2N22

SNN:SNNNSNS2

SNN:SNNN6SN2

SNN:SNNNSNN2

SNN:SNN2

NNN9S2NN,S2

66

SN6DNNSNNN6LSN2 SN6DNNSNNN6NNN2

NSNN6NNNNN

NSNNNS66SNNN

DNSNNNNKSNN

9NNKNSN

66:N6NNN

9NNN9N:NSNNNNN

6SNNNSNNNLNNS6SNNNN6NNNSN6NNN6NNNNSN6NS6

NN6SNSSNNSN

NNN6 NNNNNNNNNN6NNNDN6NSm

NSD LN NSKSNSKSNSKS S6NSS6NSS6NS

300mmPAVEMENT THICKNESS

31

3

13%

3500CARRAIGEWAY

GROUND LEVEL

31

31

3311

3%

3500CARRIAGEWAY

GROUND LEVEL

3

1

EXISTING SUBGRADE

100mm - 150mm NOMINAL ROCKPLACED AT 6 METER INTERVALSFOR DRAINS WITH A GRADE >5%.0.15M X 1M X 1M

ROCK LINED SWALE

3

1


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

ROAD DETAILS

C012 FOR CONST


985-6ESR-003A23 JUN 2014

1 : 10PAVEMENT DETAIL

1 : 50TYPICAL CROSS SECTION - FILL

1 : 50TYPICAL CROSS SECTION - CUT

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 20ROCK LINES SWALE DETAIL

0 FOR CONSTRUCTION A.M 23/06A.R

mmmmmm

mmmmmm

mmmmmm

mmmmmmm

mm

EmEEmEmmm

mmEEEm

EmEE

mmm3333m

mm

mmmmmm

mmmmmm

mmTmmm

E

T3mmE m

EEmmmEmE

Em

EEm3T3

m

mmmmmm

mmmmmm

mmmmmm

EmEEEmmmmmm

.3

33

3

T333

33

m3

.3

mEEmmEmm mmmmE

mmmmEmEEEmmmmmmmmmmEmEmmmmmEmmEmmmmmFmmmmmFmmmmmmmmmm mEmmFmmE

EmEEEmmmmmmmL mmEEmEmmEEEm. 3333 3 3 33333mmm 3333 TT 33333 .3 3333 mm 33333mm. 3333m. 3 3333.m3

mEmEmmEEmmm

mSEmmSEmEm

TTTTT T T T

,mmmmmmmmEmmmmEEEmmmEm,,mSmEmmE,,m6mmmTmm

E222222222m2m.2m3m .m.m.3mF2222m22222m2m.2m3m .m.m33

mEmmE2

mmEEmmmmEm2

mmmEmmm,2

mmmEE,mm2

Smmm Emm2m22

Emm:EEEmEm 2

Emm:EEEmS m2

Emm:EEEmmmm2

Emm:EEE2

EmEmE2mm,E2

mm

mmmEmm mmmSmEm2 mmmEmm mmEmEmm2

mEmmSmmmmm

mEmmEEmSEmmm

Em.mEmmYEm,

mEmYmEm

Sm:mSmmm

mEEmmm:mEmmEmm

m mmmEFmmmmmESEmEmEmmmm mmmEmmmmmm mmmEm

mSEmEEmmmEmmEmmm

Em.m FmmmEmmmEmmmmmEm3m.T

mEE m, EEYmEEYmEEYm mmEEmmEEmmEE

m

3

.

m FmmmEmmmEmmEEmmm

EmEEEmmmmmmmmmmEm

mEmmEEmmEEm EEm

mmmmmmEmEEmSmEEm

E3S

m3F

m3S

m3S

m3S

m3S mm1..

m.1m3

m31m.

3m1m

1

C027

AGR THROWING BAYS

1%

SEE SUB SOIL DRAINOUTLET DETAILS

SUBSOIL DRAIN

1%1%

IMPACT AREA

0.2% 0.2%

SEE SUB SOIL DRAINOUTLET DETAILS

IMPACT AREA TO BE LINED WITH BITIMMINIMUM 150mm OVERLAP

2

C027


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

SUB SOIL DRAINAGE PLAN

C026 FOR CONST


985-6ESR-003A01 AUG 2014

1 : 500DRAINAGE PLAN

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

0 FOR CONSTRUCTION A.M 23/06A.R1 PAGE NUMBER CHANGED A.M 04/08I.F

CONTROL TOWER

THR

OW

ING

LIN

E

1%SEE BUND DETAIL

SUB SOIL DRAINSEE C014 FOR DETAIL

SUB SOIL OUTLETSEE C014 FOR DETAIL

IMPACT AREA

3C027

AGR TARGETS

4C028

4C027

SUBSOIL DRAIN

1:1 BATTER

AGR IMPACT SURFACE

500

500 200 500

INVERT OF DRAIN

BUND TO BE LINEDWITH JUTE MAT

1:1 BATTER

AGR IMPACT SURFACE

BUND TO BE LINEDWITH JUTE MAT

500 200 500

500

300

100 - 150 NOMINAL ROCKDRAIN UNBOUND

200

LOOSE FINE GRAVEL7mm NOMINAL

SUBGRADE

GEOTEXTILE OR FILTERFABRIC EQUIVALANT

TO 220 l/m²/s

300


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

IMPACT AREA SECTIONS

C027 FOR CONST


985-6ESR-003A01 AUG 2014

1 : 200C026IMPACT AREA TYPICAL SECTION1

1 : 25C027IMPACT AREA REAR SECTION3

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 25C026IMPACT AREA LEFT SECTION2

1 : 25C027IMPACT AREA SECTION4


IMPACT AREA 300mm FILL

SCREEN MATERIAL REFERTO SPEC FOR DETAILSGEOTEXTILE OR FILTERFABRIC EQUIVALANT TO 220 l/m²/s90MM SLOTTEDUPVC PIPE DRAIN WITHKNITTED FILTRATION SOCK

300

295

100mm - 150mmNOMINAL ROCK

UNBOUND

CONCRETE HEAD WALL

1100

600

NON RETURN FLAPS

100mm - 150mm NOMINAL ROCKUNBOUND

PVC NON RETURN FLAPS

CONCRETE HEAD WALL N20/20150

280

150

1000

150

UPVC CONNCECTIONSTAPED JOINT

200mm OVERLAP OF UPVC PIPEAND POLYTHYLENE PIPE

100mm Ø CORUGATRED SLOTTEDPOLYTHYLENE PIPE DRAIN WITHKNITTED FILTRATION SOCK

UPVC OUTLET PIPE

45° CLEAR OUT JOINT WITHSCREW CAP LOCATED UNDERIMPACT AREA GRAVEL COVER

CONCRETE TO BE PLACEDUNDER CHANGE OF DIRECTIONAND CLEAR OUTS JOINTS

90MM SLOTTEDUPVC PIPE DRAIN WITHKNITTED FILTRATION SOCK

45° CLEAROUT JOINT

SCREW CAP

CONCRETE SUPPORT


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 10

SUBSOIL DRAINAGE DETAILS

C028 FOR CONST


985-6ESR-003A01 AUG 2014

1 : 10SUB SOIL DRAIN

1 : 10SUB SOIL ELEVATION

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 10C027SUB SOIL DRAIN OUTLET4SUBSOIL DRAINAGE OUTLET JOINT

1 : 10TYPICAL CLEAR OUT SECTION


C029

C029

2

1

SUBSOIL DRAIN

OUTLET TRENCHBACK FILLED WITH

INSITUTE MATERIALDEPTH AS REQUIRED

2 X 90mm Ø DRAIN PIPESAS SPECIFIED

UPVC PIPE AND JOINTS

CLEAROUT JOINTSCREW CAP

SUBSOIL DRAIN

OUTLET TRENCH

TAPED JOINT

CONCRETE SUPPORT


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 10

DRAIN OUTLET DETAILS

C029 FOR CONST


985-6ESR-003A01 AUG 2014

1 : 10CIVIL DRAINAGE OUTLET JOINT

1 : 10C029REAR ELEVATION1

1 : 10C029SIDE ELEVATION2

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON



TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :AGR DRAINAGE INFRASTRUCTURE

C030 FOR CONST


985-6ESR-003A01 AUG 2014

HEAD WALL DETAIL

STORM WATER PIT DETAIL SURCHARGE GRATE DETAIL

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


300 Ø BARREL PIPE

HEAD WALL

100 - 150 NOMINAL ROCK

100

1000

1

C031

300 Ø BARREL PIPE

HEAD WALL

100 - 150 NOMINAL ROCK

100

1500

2

C031

100mm - 150mm NOMINAL ROCK UNBOUND


1000

300 Ø CONCRETE PIPE

150

100mm - 150mm NOMINAL ROCK UNBOUND1% FALL


1500

300 Ø CONCRETE PIPE

150


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 20

HEAD WALL DETAILS

C031 FOR CONST


985-6ESR-003A01 AUG 2014

1 : 20HEADWALL INLET PLAN

1 : 20HEADWALL OUTLET PLAN

1 : 20C031INLET SECTION1

1 : 20C031OUTLET SECTION2


5075

225Ø

750

1600

MIN

20mm FALL AWAY FROM POST

MASS CONCRETE BASE(N20)

12 Ø X 100LG GALV. PINTACK WELD TO PIPE

60.3mm GALV. STEEL PIPE(4.5mm MIN. WALL THICKNESS)

SIGN FIXED TO POST WITH 8mm X 25LONG GALV GRADE 250 (HEX HEAD)BOLTS AND NUTS. 2 NO. MINIMUM.

END CAP OVER POST

50-1

00

100

DELINEATOR

600

+/- 1

00

1000

(OR

TO

MAN

UFA

CTU

RER

SSP

ECIF

ICAT

ION

S)


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 20

GENERAL SIGNAGE

C032 FOR CONST


985-6ESR-003A01 AUG 2014

1 : 20TYPICAL SIGN POST DETAIL

1. PROVIDE FLEXIBLE GUIDE POSTS: 100mm WIDE WHITE PLASTIC ORFIBREGLASS STRIPS OF APPROVED TYPE, CAPABLE OF SELF-RECOVERYAFTER KNOCKDOWN

2. ROAD FURNITURE SHALL CONFORM TO THE REQUIREMENTS SPECIFIED INAS1742.2 CLAUSE 4.2.5

3. FOUR GUIDE POSTS SHALL BE LOCATED AT EACH CULVERT EITHER SIDELEVEL WITH CULVERT HEAD WALL.

4. SIGN LOCATION, ORIENTATION, LATERAL PLACEMENT, HEIGHT ANDMATERIAL SELECTION SHALL BE IN ACCORDANCE WITH APPENDIX D OFAS 1742.2.

5. BETWEEN CH79 & CH108 ON THE HORIZONTAL CURVE, GUIDE POST SPACING SHALL BE :- 6m ON OUTSIDE CURVE- 12m ON INSIDE CURVE.

1 : 20FLEXIBLE GUIDE POST

NOTES:

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

0 FOR CONSTRUCTION A.M 23/06A.R1 PAGE NUMBER AND NOTES CHANGED . A.M 04/08I.F

SENTRY BOX

RANGE ENTRANCE SIGN

RANGE GATE

RANGE ENTRY ROAD

FLAG POLE

C033

1

WIDTH OF ROAD TO DETERMINE WIDTH

WHITE COLOUR PANELSA&NZ STOP SIGN

REFLECTIVE HAZARD PANEL


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

As indicated

RANGE ENTRY GATE

C033 FOR CONST


985-6ESR-003A01 AUG 2014

DESCRIPTION1. RDA GATES ARE A PAIR OF COMMERCIAL SHELF PURCHASEDAGRITURAL GATES WTH STEEL ENDS ASSEMBLIES , ODRERED TO SIZE,ALLOWING THE GATES TO CLOSE TOGETHER IN THE CENTRE OF THE ROADOR TRACK WITH THE END ASSEMBLIES CLEAR OF THE VERGE.

SITING

2. THE WIDTH OF THE ROAD OR TRACK WILL DETERMINE THE SIZE OFTHE GATES REQUIRED, IE: 8FT, 10FT, 12FT AND 14FT. THE END ASSEMBLIESARE TO BE SITED THAT WHEN THE GATES ARE SECURED OPEN THEY DONOT IMPEDE THROUGH TRAFFIC.

ANCILLARY ATTACHMENTS TO BE SECURED TO THE RDA GATE

3. AN A&NZ STANDARDS TRAFFIC STOP SIGNS (600mm X 600mm) ISPOSITIONED CENTRE RIGHT OF THE LEFT GATE OPPOSING THEAPPROPRIATE TRAFFIC.

4. A SIGN STATING 'DANGER NO ENTRY WHILST LIVE FIRING IS INPROGRESS' (600mm x 600mm) (RED ON WHITE REFLECTIVE), IS POSITIONEDON THE RIGHT GATE OPPOSITE THE STOP SIGN.

5. 2X WHITE BOND PANEL S ARE SECURED TO EACH GATE AT EITHEREND TO PROVIDE VISIBILITY AT NIGHT TO DRIVERS USING NIGHT VISIONAIDS.

6. A FLAT PLATE STEEL PANEL (3mm x 60mm x LENGTH) IS TO BEWELDED TO BOTH GATE TOP BARS TO ALLOW THA PPLICATION OFREFLECTIVE HAZARD DECALS.

7. THE ORIGINAL GATE SECURING CHAINS FURNISHED WITH THEGATES ARE REMOVED AND REPLACED WITH LIGHT DOG CHAIN TO ALLOWEMERGENCY VEHICLES T OEASILY DRIVE THROUGH THE GATES WHENCLOSED. RDA GATES ARE NEVER LOCKED FOR THIS REASON.

8. DEMARCATION FENCE. WHERE APPROPRIATE AND AS A MINIMUM ATHREE STRAND FENCE IS PROVIDED. IT IS TO EXTEND APPROXIMATELY 20METERS OR TO THE TREE LINE TO THE LEFT AND RIGHT OF THE RANGEACCESS GATES WHERE THE TERRAIN PERMITS.

1 : 100SENTRY POINT LAYOUT

1 : 25C033RANGE ENTRY GATE1

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON



TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :GENERAL SIGNAGE

C034 FOR CONST


985-6ESR-003A01 AUG 2014

SPEED SIGN (QTY 1)R4-1

SIZE 450X 600

RANGE ENTRANCE SIGN (QTY 2)SIZE - 1800 X 1000

DANGER SIGN (QTY 2)SIZE - 600 X 600

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

ONE WAY SIGN (QTY 1)R2-17

SIZE - 450 X 800

NOTE

TRAFFIC SIGN NUMBERS ARE DESIGNEDBY QLD TANSPORT AND MAIN ROADSSTANDARD SIGN NUMBERS

STOP SIGN (QTY 2)R1-1

SIZE 600X 600

NO ENTRY SIGN (QTY 1)R2-4

SIZE 450X 450


1

S002

200 PFC STRINGER2-M20 CHEMSET

1200X1200 X 200D STAIR LANDINGSL92 MESH TOP AND BTM

"U" B

ARS

N16

@ 2

00 C

TRS

TOP AND BOTTOM 'U' BARS

N16 @ 200 CTRS

800

800

900

1

S002

4-M16 CHEMSET

200 PFC STRINGER 200 PFC WELDED FRAMEWITH STRINGER AND BEAMSTEEL STAIR FRAME200 PFC BEAM WELDEDWITH STRINGER

2400

2400

GATE

2020

N12 BARS1 EACH CORE

N12 BARS1 EACH CORE

1

S002

FALL

N12 VERTICALS

N12 - 400 HORIZONTAL

BLOCKWORK

BC2

BC1

LL

L

N12 - VERTICALS

BC2

BC1


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

TOWER PLAN

S001 FOR CONST


985-6ESR-003A03 JUL 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

1 : 50FOOTINGS PLAN

1 : 50UPPER LEVEL PLAN

1 : 50LINTEL PLAN

LEGEND

L - DENOTES BLOCKWORK LINTEL

BC - DENOTES REINFORCEDBLOCKWORK COLUMN


SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON

LINTEL SCHEDULE


1 N16 - EACH COURSE

1- N20 EACH COURSE

1 N20 EACH COURSE

1200mm

2400mm

3000mm

1

2

3

LINTLES ARE TO EXTEND 400 PAST EACH SIDE OF OPENING

0 FOR CONSTRUCTION A.W* 13/061 FOR CONSTRUCTION A.W* 03/07A.R

LANDING LEVEL

N16-200 TOP AND BTMEACH WAY

300

4000

2000

N12-800VERTICAL BARS

N12-800

N12-800 STARTER BAR

N12-800

N12-800

2-M16 HOLDING BOLT200 EMBEDMENT

SL92 TOP AND BTM

200 PFC STRINGER

4-M16 CHEMSET

200 PFC WELDEDWITH STRINGER

1200200um PLASTIC MEMBRANE50mm BEDDING SAND

HOT DIPPEDGALVANISED

BALLISTIC GLASSWINDOWS

TOWER PITCHPOINT

5°

50 GROUT PAD

25

STARTER BARS TOMATCH WALLREINFORCEMENT

N12 BARS @ 800 CRSCOGGED

150 THICK SLABSL 92 TOPSL 92 BOTTOM25mm COVERT.B.

130 THICK SLAB - N 40 CONCRETESL 92 MESH TOP AND BOTTOMTOP COVER 30mm,BOTTOM COVER 25mm

3S003

2S003

1S003


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 50

TOWER SECTION

S002 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50S001SECTION1

SPR CHAMPION


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LTCOL JOHNSTON


200um PLASTIC MEMBRANE50mm BEDDING SAND

STARTER BARS TOMATCH WALLREINFORCEMENT

N16-200 TOP AND BTMEACH WAY

N12-800 VERTICAL BARS600 LAP

N12-400HORIZONTAL BARS

LANDING LEVEL

N12-800 500 X 500L BAR

N12-800

N12-800

150 THICK SLABSL 92 TOPSL 92 BOTTOM25mm COVERT.B.


CLEAN OUT BLOCK TOWER PITCHPOINT

N12 BARS @ 800 CRSCOGGED 500 X 500L

130 THICK SLAB - N 40CONCRETESL 92 MESH TOP AND BOTTOMTOP COVER 30mm,BOTTOM COVER 25mm


N12 VERTICAL BARS


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TOWER DETAILS

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1 : 15S002FOOTING DETAIL1

1 : 15S002LANDING DETAIL2

1 : 15S002TOWER DETAIL3

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MAJ MOON

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FLOOR LEVEL

1

S004

150 COURSE

200 BLOCK WALL


1200

EBEB

EB

EB

LOCALLY DEPRESSEDMESH FOR FALL2-N12 TOP BARSUNDERMESH

1600

FLOOR LEVEL

N16-400 VERTN12-400 HORZ

EB EB

N12 AT 300

N12 BAR

SLAB 100mm MINTYPICAL

SL62

190

MIN

OVE

RLA

P

300

300 300

300

200

1S007

2S007

N12 - 600'Z' BARS3L11TM


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THROWING BAY STANDING

S004 FOR CONST


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1 : 50ELEVATION

1 : 50SLAB PLAN

1 : 20S004SECTION1

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LEGEND


1

S005

EB

EB

EBEB


1600

FLOOR LEVEL

1

S005LINE OF TOP OF CONCRETE MOUNDAGAINST BLOCKWORK ONEXTERNAL FACEFORMED SLOPE TO

TOP OF WALL

200 BLOCK WALL 1000

FLOOR LEVEL


EB EB

N12 AT 300

N12 BAR


SL62

300

200

190

300 3001S007

2S007

3L11TM

N12 - 600'Z' BARS


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THROWING BAY KNEELING

S005 FOR CONST


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1 : 50PLAN

1 : 50ELEVATION

1 : 20S005SECTION1

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LEGEND


FLOOR LEVEL

EB EB

N12 AT 300

300

200

190


N12 BAR


SL62

300 3001

S007

2S007

3L11TM

N12 - 600'Z' BARS

1

S006

EBEB

EB


1600

FLOOR LEVEL

1

S006

600

LINE OF TOP OF CONCRETE MOUNDAGAINST BLOCKWORK ONEXTERNAL FACEFORMED SLOPE TO

TOP OF WALL

200 BLOCK WALL


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THROWING BAY PRONE

S006 FOR CONST


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1 : 20S006SECTION1

1 : 50PLAN

1 : 50ELEVATION

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LEGEND


FLOOR LEVEL

300

GRAVEL COVER

SL72 MESH

EARTH FILL

100

100

200 120

GALV R16 DOWELS@ 400 CRS.DO NOT EPOXY INTOBLOCKWORK

260


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THROWING BAY DETAILS

S007 FOR CONST


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EB - EDGE BEAM

SC - SAW CUT

DJ - DOWEL JOINT


LEGEND

1 : 5S004SACRIFICAL CONCRETE FOOTING1 1 : 5S004

SACRIFICIAL CONCRETE ANCHOR2


130 THICK SLAB, N40 CONCRETESL92 MESH TOP AND BOTTOM30mm TOP COVER25mm BOTTOM COVER

1:10

FAL

LM

IN

EJ

TJ

TJ

DJ

EJ

EB1

EB1

EB1

EB1

EJ

EJ

TJTJEJ EJ

TJ TJTJEJ EJ

IJ

IJIJ

TJ

TJ

TJ

TJ

TJ

FLOOR LEVEL

2200 ROOF LINE

CONC

DJIJ

N12 - VERT AND HORIZONTAL 800 CRS

N12 COG BARS - 800 CRS500 X 500L BAR

1

S008

WA

LKW

AY

1200

WALKWAY

1200

PROPRIETRY CLAMPSON SAFETY RAILSALL AROUND


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AMMUNITION PREPARATION BAY

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EB1 - EDGE BEAM

IJ - ISOLATION JOINT

EJ - EXPANSION JOINT

TJ - TOOL JOINT

DJ - DOWEL JOINT


- 130 X 77 TRUFORM, 1600 MAX SPAN,1200mm MAX SPACING

- 90 X 65 @450 CTS, TRUFORM,1200mm MAX SPAN

- SUPPORT FRAME STRUCTURE TO BEBRACED IN BOTH DIRECTIONS(PROPRIETARY)

USE F14 PLYWOOD, 17-5-7COLUMN MAX SAFE LOAD WORKING LOAD IS 1500 KG

LEGEND


BOTTOM STEEL TOP STEEL

LAY FOURTH

LAY THIRD

LAY FIRST

LAY SECOND

1 : 50SECTION

1 : 50FORMWORK PLAN


2

S011

3

S011

4300

700 300 5700 1000

300

690

1000

810

1500

1

S011

1:10

FAL

L

500

2400 700

4

S011

EB1EB1

EB1

EB1

EB1

EJ

EJ

TJ

TJ

EJ

TJ

EJ

EJ

TJ

EJ EJ

EJ TJ

TJ EJDJ

DJ

DJ

IJ

IJ

IJ

IJ

DJ

DJDJ

STACK BONDED CONTROL JOINT

TJTJTJ

2800

2650

150

2500

150

850

150 2500

1040

150 700

130 THICK SLAB, N40 CONCRETESL92 MESH TOP AND BOTTOM30mm TOP COVER25mm BOTTOM COVER


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BULK AMMO STORE PLAN

S009 FOR CONST


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1 : 50FOOTING PLAN


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EB1 - EDGE BEAM



TJ - TOOL JOINT

DJ - DOWEL JOINT

LEGEND


WALKWAY

1200

WALKWAY

1200

WA

LKW

AY

1200


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BULK AMMO STORE FORMWORK PLAN

S010 FOR CONST


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1 : 50ROOF FORMWORK PLAN

- 130 X 77 TRUFORM, 1600 MAX SPAN,1200mm MAX SPACING

- 90 X 65 @450 CTS, TRUFORM,1200mm MAX SPAN

- SUPPORT FRAME STRUCTURE TO BEBRACED IN BOTH DIRECTIONS(PROPRIETARY)

USE F14 PLYWOOD, 17-5-7COLUMN MAX SAFE LOAD WORKING LOAD IS 1500 KG

LEGEND

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


FLOOR LEVEL

2200 ROOF LINE

2200

5°

DMEO ROOF LINE

EB1 EB150mm BEDDING SAND

DJIJ

N12-800 CRS500 X 500L BAR

200 um PLASTIC MEMBRANE

IJ

2200 ROOF LINE

DMEO ROOF LINE

4

S011

400

2200

IJ DJFLOOR LEVEL

600 LAP200 COGSTARTER BARS TO MATCH WALLREINFORCEMENT

N12 - 400VERTICAL AND HORIZONTAL

IJ DJ


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BULK AMMO STORE SECTIONS

S011 FOR CONST


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1 : 50A011SECTION2

1 : 50A011SECTION1

1 : 50A011SECTION3

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1 : 50A011SECTION4


1

S016

2

S016

EB1

EB1

EB1

EB1

EJ

EJEJ EJ

EJ

EJ

EJ

TJ

TJ

TJ

TJ

TJ

TJ

EJTJ TJ TJ TJ

IJ IJ

IJ

DJ

TJ TJ TJ TJ


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30 PERS WAITING BAY PLAN

S012 FOR CONST


985-6ESR-003A13 JUN 2014


EB - EDGE BEAM


TJ - TOOL JOINT


DJ - DOWEL JOINT

LEGEND

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LTCOL JOHNSTON


1

S016

2

S016

L LL

L

L

L

L


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30 PERS WAITING BAY LINTEL PLAN

S013 FOR CONST


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1 : 50LINTEL PLAN

L - LINTEL

LEGEND

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LINTEL SCHEDULE


1 N16 - EACH COURSE

1- N20 EACH COURSE

1 N20 EACH COURSE

1200mm

2400mm

3000mm

1

2

3

LINTLES ARE TO EXTEND 400 PAST EACH SIDE OF OPENING


1:10

FAL

L

4500

WALKWAY

1200

WALKWAY

1200

WA

LKW

AY

1200

WA

LKW

AY

1200


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30 PERS WAIT BAY FORMWORK PLAN

S014 FOR CONST


985-6ESR-003A13 JUN 2014

1 : 50FORMWORK PLAN

SPR CHAMPION


WO1 CORKERY

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1

S016

2

S016

N12 - 800STARTERS ALL AROUND

4880

6680


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30 PERS WAIT BAY START BAR PLAN

S015 FOR CONST


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1 : 50STARTER BAR PLAN

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IJ

EB1 EB1

DJ

LL

50mm BEDDING SAND

2985

N12-800 CRS COG N12-800 E.W.

2400

N12-800 COG

150 THICK ROOF - N40 CONCRETEN12 - 250 BOTTOM (E.W.)SL82 MESH TOP25 BTM COVER30 TOP COVER

NOTE: N12 BARS COGGING INTO ROOF TO BE 500 X 500L BAR

FLOOR LEVEL

IJ IJ

EB1 EB1

2400 ROOF LINE


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30 PERS WAITING BAY SECTIONS

S016 FOR CONST


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1 : 50S012SECTION 11

1 : 50S012SECTION 22

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LT KOEN

MAJ MOON

LTCOL JOHNSTON

EB - EDGE BEAM

DJ - DOWEL JOINT

ET - EDGE THICKENING

L - LINTEL

LEGENDLINTEL SCHEDULE


1 N16 - EACH COURSE

1- N20 EACH COURSE

1 N20 EACH COURSE

1200mm

2400mm

3000mm

1

2

3


2510

0

400

100

SL82 MESH

'Z' BAR N12-600 CRS

3L11TM50mm BOTTOM COVER

COG TO MATCH BLOCKREINFORCEMENT

IJ

SL62 CENTRALLYLOCATED

0.2 POLYTHENE50 BEDDING SAND

200 SERIES BLOCK WALL

1:100 FALL12 X 12 EMER-SEAL PUGOOR APPROVED EQUIVALENTWITH APPROVED BOND BREAKERTAPE UNDER

12 THICKFLEXI CORE

BONDED CORE FILLER(OR APPROVED EQUIVALENT)

50

BOLSTER CUT AND TOOL JOINT25 DEEP X 10 WIDE WHEN

CONCRETE IS PLACEDFILL WITH 'SELOSEAL P'

REMOVE EVERY SECONDWIRE FROM FABRIC

150

TOOLED EDGE

FLEXIBLE JOINTFILLER AND 10X10

APPROVED SEALANT

R10 DOWELS 450 LONG AT 300 CRS.GREASE ONE END. DOWELS TO BESAW CUT. EXTERNAL DOWELS HOTDIP GALVANISED

50 THICKENING

PAINT CONCRETEINTERFACES WITHBITUMASTIC BOND BREAKER

MAKE 15 X 15 DEEP GROVEFIT BACKING ROD AND

SEALANT 15 X 15

100

DANLEY 110 SQ X 6THICK DIAMOND PLATEDOWELS @ 600CRS

GALANISED DOWELS FOREXTERNAL PURPOSES

50 THICKENING

N12

N20

N20

N12


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DETAILS

S017 FOR CONST


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1 : 10EDGE BEAM 1 : 10

ISOLATION JOINT

1 : 10TOOL JOINT

1 : 10EXPANSION JOINT

1 : 10DOWEL JOINT

SPR CHAMPION


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LTCOL JOHNSTON

1 : 10LINTEL DETAIL


1. READ THESE NOTES IN CONJUNCTION WITH ARCHITECTURAL AND OTHER ENGINEERINGDRAWINGS AND SPECIFICATIONS, AND WITH SUCH OTHER WRITTEN INSTRUCTIONS ISSUED.REFER TO ARCHITECTURAL DRAWINGS FOR SETTING OUT AND DETAIL DIMENSIONS. INCASE OF DISCREPANCY, PRECEDENCE IS GIVEN TO DRAWINGS, THEN NOTES, THENSPECIFICATION.

CARRY OUT WORK IN A SAFE MANNER IN ACCORDANCE WITH APPLICABLE STATUTORYREGULATIONS, BY-LAWS OR RULES. CONTRACTOR IS RESPONSIBLE FOR OCCUPATIONALHEALTH AND SAFETY OF SITE PERSONNEL AND GENERAL PUBLIC IN ACCORDANCE WITHLEGISLATIVE REQUIREMENTS, INDUSTRIAL AGREEMENTS AND ACCEPTED INDUSTRYPRACTICE.

REFER DISCREPANCIES TO ARCHITECT BEFORE PROCEEDING WITH WORK.

SUBMIT DETAILS OF CHANGES TO SCOPE, WORK METHODS OR MATERIALS etc FOR APPROVALBEFORE PROCEEDING. APPROVAL DOES NOT AUTHORISE A VARIATION TO THE CONTRACT.

CHECK STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL, MECHANICAL, ELECTRICALSERVICES AND OTHER DRAWINGS FOR REQUIREMENTS FOR PENETRATIONS, CONDUITS,DUCTS, PIPES, etc.

NOMINATION OF PROPRIETARY ITEMS DOES NOT INDICATE EXCLUSIVE PREFERENCE, BUTINDICATES REQUIRED PROPERTIES OF ITEM. SIMILAR ALTERNATIVES HAVING REQUIREDPROPERTIES MAY BE OFFERED FOR APPROVAL. APPROVAL DOES NOT AUTHORISE A VARIATIONTO THE CONTRACT. INSTALL PROPRIETARY ITEMS IN ACCORDANCE WITH MANUFACTURER’SREQUIREMENTS AND RECOMMENDATIONS.

DO NOT OBTAIN DIMENSIONS BY SCALING FROM DRAWINGS.

DIMENSIONS ARE IN MILLIMETRES, LEVELS ARE IN METRES UNO.

WORKMANSHIP AND MATERIALS TO COMPLY WITH REQUIREMENTS OF SAA CODES, BUILDINGCODE OF AUSTRALIA AND BY-LAWS AND ORDINANCES OF RELEVANT BUILDING AUTHORITIES.ALL CODES REFERRED TO ARE THOSE CURRENT (AS AMENDED) AT COMMENCEMENT OFCONTRACT.

MAINTAIN STRUCTURE IN A STABLE CONDITION DURING CONSTRUCTION AND PROVIDETEMPORARY BRACING AND/OR SUPPORT AS REQUIRED. PROVIDE SPREADERS AT LOADSAND/OR LIFTING POINTS WHERE REQUIRED. ENSURE NO PART IS OVERSTRESSED. DO NOTPLACE OR STORE BUILDING MATERIALS ON STRUCTURAL MEMBERS WITHOUTSUPERINTENDENT’S APPROVAL.

THESE DRAWINGS DO NOT DETAIL TEMPORARY WORKS. CONSTRUCTION METHODS ANDTEMPORARY WORKS ARE RESPONSIBILITY OF THE BUILDER.

SEPARATE METALS FROM INCOMPATIBLE MATERIALS (eg GALVANIZED AND UNGALVANIZEDSTEEL, TREATED TIMBER AND STEEL etc) BY CONCEALED LAYERS OF SUITABLE INERTMATERIALS OF SUITABLE THICKNESSES. USE PLASTIC SLEEVES AND WASHERS FOR BOLTS, etc.

G1.

G2.

G3.

G4.

G5.

G6.

G7.

G8.

G9.

G10.

G11.

G12.

GENERAL NOTES:STRUCTURAL WORK HAS BEEN DESIGNED FOR FOLLOWING LOADS: - PERMANENT DEAD LOAD OF STRUCTURE AS SHOWN ON DRAWINGS

- LIVE LOADS TO AS/NZS11702 kPa ROOF3 kPa GENERAL

- BUILDING IMPORTANCE LEVEL = 2- WIND LOADS TO AS1170.2:

REGION BTERRAIN CATEGORY 3ULT WIND SPEED: 49 m/s

SUPPLY RELEVANT NOTES, DRAWINGS AND SPECIFICATIONS etc TO SUB-CONTRACTORS.

UNO=UNLESS NOTED OTHERWISE SLS=SERVICEABILITY LIMIT STATE ULS=ULTIMATE LIMITSTATE.

BUILD, FABRICATE AND PROCURE ONLY FROM DRAWINGS ‘ISSUED FOR CONSTRUCTION’.

KEEP ON SITE A COMPLETE SET OF CONTRACT DOCUMENTS (INCLUDING DRAWINGS ANDSPECIFICATIONS) AND SITE INSTRUCTIONS.

VERIFY ON SITE SETTING OUT DIMENSIONS AND EXISTING MEMBER SIZES SHOWN ONDRAWINGS BEFORE SHOP DRAWINGS, CONSTRUCTION AND FABRICATION IS COMMENCED.

TAKE PRECAUTIONS TO ESTABLISH LOCATION OF AND PROTECT EXISTING SERVICES AT SITE.SERVICES SHOWN ON DRAWINGS ARE IN APPROXIAMATE LOCATIONS ONLY. SERVICES OTHERTHAN THOSE SHOWN MAY EXIST NO SITE. HAND EXCAVATE WITHIN ONE METRE OF IN-GROUND SERVICES.

TEST 10% OF ALL MASONRY ANCHORS TO 1.5 x WORKING LOAD CAPACITY. TEST INACCORDANCE WITH MANUFACTURERS REQUIREMENTS.

G13.

G14.

G15.

G16.

G17.

G18.

G19.


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NOTES GENERAL

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WORKMANSHIP AND MATERIALS TO COMPLY WITH AS3600, AS2870, AS3610, AS1379, AS1478, AS3582, ANDAS3972.

WET CONCRETE TO BE UNIFORM, HOMOGENEOUS, COHESIVE AND ABLE TO WORK READILY INTOCORNERS AND AROUND REINFORCEMENT COMPLETELY FILLING FORMWORK WITHOUT SEGREGATION,EXCESS FREE WATER ON SURFACE, LOSS OF MATERIAL OR CONTAMINATION.

CONCRETE STRENGTH TO BE N32, 80 mm SLU MP, MAXX AGG 20 mm U.N.O.B1 EXPOSURE CLASS FOR EXTERNAL, A1 EXPOSURES CLASS EVERYWHERE ELSE.

USE READY MIXED CONCRETE MIXED BY BATCH PRODUCTION PROCESS DELIVERED IN AGITATINGTRUCKS. FOR EACH BATCH SUPPLY A DOCKET LISTING INFORMATION REQUIRED BY AS1379 CLAUSE 1.8.3AND FOLLOWING:

- SERIAL NUMBER OF IDENTIFICATION CERTIFICATES OF EACH BATCH- NAME OF CONCRETE DELIVERY SUPERVISOR- ELEMENT FOR WHICH CONCRETE WAS ORDERED AND WHERE IT WAS PLACED- METHOD OF PLACEMENT AND CLIMATIC CONDITIONS DURING POUR- TOTAL AMOUNT OF WATER REQUIRED BY MIX DESIGN - TOTAL AMOUNT- WATER ADDED AT PLANT

C1.

C2.

C3.

C4.

CONCRETE NOTES:

SITE IS CLASSIFIED AS CLASS M TO AS2870.

FOOTINGS HAVE BEEN DESIGNED FOR A SAFE WORKING BEARING PRESSURE OF 100kPa.CONSTRUCT FOOTINGS FOUNDED IN THESE MATERIALS AS SHOWN ON DRAWINGS. REMOVESOFTENED OR LOOSE MATERIAL AND MATERIAL THAT DOES NOT ACHIEVE THESE PRESSURES.THE FOUNDING LAYER SHALL BE VERIFIED BY THE BUILDERS GEOTECHNICAL ENGINEERS. WHERESLAB PANELS AND INTERNAL BEAMS ARE FOUNDED ON CONTROLLED FILL, CONTROLLED FILLMUST CONTINUE AT LEAST ONE METRE PAST BUILDING.

REMOVE TOP SOIL CONTAINING GRASS ROOTS OR OTHER ORGANIC MATTER, RUBBLE AND / ORDEBRIS AND OTHER UNSUITABLE MATERIAL BELOW FOUNDATIONS.

“CONTROLLED FILL” IS: SAND FILL UP TO 800 mm DEEP, WELL COMPACTED IN LAYERS < 300 mmTHICK BY VIBRATING PLATE OR VIBRATING ROLLER, OR NON-SAND FILL UP TO 400 mm DEEP, WELLCOMPACTED IN LAYERS <150 mm THICK BY MECHANICAL ROLLER. (CLAY FILL TO BE MOIST DURINGCOMPACTION), OR OTHER MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITHSPECIFICATION.

LOCATE FOOTINGS CENTRALLY UNDER WALLS AND COLUMNS UNO.

KEEP EXCAVATIONS FREE OF WATER. PROVIDE ADEQUATE DRAINAGE TO ENSURE FORMATION ISNOT AFFECTED BY MOISTURE. PREVENT FOUNDATION DRYING OUT DUE TO EXPOSURE. PLACEBLINDING, FOOTINGS, PILES AND BACKFILL AS SOON AS PRACTICABLE AFTER EXCAVATION.

ENSURE EXCAVATIONS ARE STABLE AND PROTECT SURROUNDING PROPERTY AND SERVICESFROM ADVERSE EFFECTS OF GROUND WORKS. PROVIDE TEMPORARY WORKS AS REQUIRED.

BACKFILL FOR RETAINING WALLS TO BE FREE DRAINING GRANULAR MATERIAL. PROVIDEDRAINAGE BEHIND RETAINING WALLS COMPRISING CONTINUOUS SLOTTED DRAIN WITH GRANULARSURROUND, OR NYLEX “COREDRAIN” CONNECTED TO RETICULATED STORMWATER DRAINAGESYSTEM. PROVIDE WEEPHOLES AT 1500 MAXIMUM CENTRES AT BASE OF WALL.

F1.

F2.

F3.

F4.

F5.

F6.

F7.

F8.

FOUNDATIONS/SLABS ON GROUND NOTES:DO NOT ADD WATER TO CONCRETE AFTER TRUCK HAS LEFT BATCHING PLANT.

CONSTRUCTION TOLERANCES TO BE TO AS3610.

REMOVE FREE WATER, DUST AND DEBRIS, STAINS etc FROM FORMS, EXCAVATIONS etc BEFORE PLACINGCONCRETE. IN HOT CONDITIONS DAMPEN FORMWORK AND/OR SUB-GRADE BEFORE PLACINGCONCRETE.

PROTECT FRESH CONCRETE FROM PREMATURE DRYING - PARTICULARLY IN HOT, WINDY OR DRY (LOWHUMIDITY) CONDITIONS, EXCESSIVELY HOT OR COLD TEMPERATURES, RAIN, etc. PROVIDE WINDBREAKS. MAINTAIN CONCRETE AT A REASONABLY CONSTANT TEMPERATURE WITH MINIMUM MOISTURELOSS FOR CURING PERIOD.

COMMENCE CURING OF CONCRETE TO AS3600 AS SOON AS POSSIBLE AFTER PLACING AND FINISHINGOR STRIPPING, AND WITHIN ONE HOUR. ENSURE EXPOSED SURFACES ARE NOT STAINED. ACCEPTABLEMETHODS OF CURING INCLUDE:

- RETENTION OF FORMWORK- PONDING OR CONTINUOUS SPRINKLING WITH WATER (MOIST CURING)- AN IMPERMEABLE MEMBRANE (USE WHITE OR LIGHT COLOURED PLASTIC IN HOT CONDITIONS). SEAL AROUND EDGES.- AN ABSORPTIVE COVER KEPT CONTINUOUSLY WET

CURE CONTINUOUSLY UNTIL NUMBER OF DAYS DURING WHICH AIR TEMPERATURE IS ABOVE 10°CTOTALS:

- 3 DAYS FOR EXPOSURES CLASSIFICATION A1 AND A2- 7 DAYS FOR EXPOSURE CLASSIFICATION B1, B2 AND C.

PROVIDE EXPOSED EDGES AND RE-ENTRANT CORNERS WITH 45 DEGREES x 25 mm CHAMFERS ORFILLETS UNO

FORM CONSTRUCTION JOINTS AND USE ONLY WHERE SHOWN OR WHERE APPROVED BYSUPERINTENDENT. CONSTRUCTION JOINTS IN SLABS TO BE VERTICAL. TO ACHIEVE ADEQUATE BONDENSURE ENTIRE SURFACE IS CLEAN, FREE OF LAITANCE, AND INTENTIONALLY ROUGHENED TO A FULLAMPLITUDE OF NOT LESS THAN 5 mm WITH COARSE AGGREGATE EXPOSED.

PROVIDE PROPOSED LOCATIONS AND DETAILS OF CONSTRUCTION JOINTS FOR SUPERINTENDENT’SAPPROVAL PRIOR TO CONSTRUCTION.

SAW CUT CRACK CONTROL JOINTS AS SOON AFTER CASTING AS PRACTICABLE TO AVOID SPALLING ORRAVELLING OF JOINT EDGES, AND WITHIN 16 HOURS OF CASTING TO PREVENT THERMAL AND/ORSHRINKAGE CRACKING OF SLAB. IMMEDIATELY AFTER SAW CUTTING FLUSH OUT JOINTS TO REMOVESAWING RESIDUE AND INSERT A TEMPORARY FOAMED PLASTIC BEAD TO KEEP JOINT CLEAN PRIOR TOFILLING OR SEALING. PROTECT SAW CUTS FROM WHEEL LOADS FOR AT LEAST ONE WEEK AFTERCUTTING.

INSTALL BRITTLE FINISHES (eg TILES etc), JOINT FILLERS AND SEALANTS A MINIMUM OF 3 MONTHS AFTERCASTING CONCRETE. USE A FLEXIBLE TILE GROUT AND WEAK TILE MORTAR.

COVER IS CLEAR DISTANCE BETWEEN ANY REINFORCEMENT (INCLUDING LIGATURES, TIE WIRE etc) ANDOUTSIDE SURFACE OF STRUCTURAL CONCRETE.

WHERE CONCRETE BEARS ON LOAD BEARING MASONRY AND BRICKWORK, TROWEL SMOOTH AND FLAT A5 mm THICK LAYER OF MORTAR AND SEPARATE CONCRETE THERE FROM WITH TWO LAYERS OF “SUPERALCOR”.

CONCRETE SLABS TO FALL AT 1:100 (TYP)

C5.

C6.

C7.

C8.

C9.

C10.

C11.

C12.

C13.

C14.

C15.

C16.

C17.

C18.


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

NOTES CONCRETE

S019 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


SYMBOLS ON DRAWINGS FOR GRADE AND TYPE OF REINFORCEMENT ARE AS FOLLOWS:R: DENOTES STRUCTURAL GRADE 250 PLAIN ROUND BAR TO AS/NZS4671N: DENOTES HOT ROLLED GRADE 500 DEFORMED (RIBBED) BAR DUCTILITY CLASS N TOAS/NZS4671SL: DENOTES HARD DRAWN WIRE GRADE 500 SQUARE REINFORCING MESH DUCTILITYCLASS L TO AS/NZS4671RL: DENOTES HARD DRAWN WIRE GRADE 500 RECTANGULAR REINFORCING MESH DUCTILITYCLASS L TO AS/NZS4671TM: DENOTES HARD DRAWN STEEL GRADE 500 TRENCH MESH DUCTILITY CLASS L TOAS/NZS4671

PROVIDE ACRS (AUSTRALIAN CERTIFICATION AUTHORITY FOR REINFORCING STEEL LTD)CERTIFICATION OF COMPLIANCE WITH AS/NZS4671 FOR ALL REINFORCEMENT. PROVIDECERTIFICATION OF COMPLIANCE WITH AS1311 FOR ALL PRESTRESSING TENDONS.

USE MESH SUPPLIED IN FLAT SHEETS UNLESS APPROVED OTHERWISE.

REINFORCEMENT TO BE CLEAN, FREE OF LOOSE MILL SCALE, RUST, OIL, GREASE, MUD OR OTHERMATERIAL THAT MIGHT REDUCE BOND BETWEEN REINFORCEMENT AND CONCRETE.

FOLLOWING ABBREVIATIONS APPLY TO LOCATION OF REINFORCEMENT:EW: EACH WAY FF: FAR FACE BB: BOTTOM BOTTOM (LAID FIRST)EF: EACH FACE B: BOTTOM TT: TOP TOP (LAID LAST)NF: NEAR FACE T: TOP CP: CENTRALLY PLACED

PROVIDE STANDARD COGS AND HOOKS TO AS3600. TERMINATE ENDS OF COLUMN AND BEAMLIGATURES IN A HOOK OF AT LEAST 135 DEGREES. PROVIDE FIRST LIGATURE WITHIN 50 mm OFFACE OF SUPPORT.

PROVIDE ONE CONTINUOUS BAR PARALLEL TO (WITHIN 75 mm OF) CONCRETE EDGES, INCLUDINGCONSTRUCTION JOINTS UNO.

PROVIDE N12 DIAGONAL TRIMMER BARS BY 2000 mm LONG AT EACH LAYER OF REINFORCEMENT ATRE-ENTRANT CORNERS, OPENINGS, SERVICE PENETRATIONS etc UNO.

REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND IS NOT NECESSARILY IN TRUEPROJECTION. SET REINFORCEMENT OUT AT EQUAL CENTRES IF SPACING IS NOT NOMINATED.

SECURE REINFORCEMENT IN POSITION AGAINST DISPLACEMENT AND MAINTAIN SPECIFIED CLEARCONCRETE COVER TO REINFORCEMENT (INCLUDING FITMENTS) BY APPROVED CHAIRS, SPACERS,LIGATURES OR TIES AT 800 mm MAXIMUM CENTRES EACH WAY UNO.. PROVIDE ADEQUATESUPPORT TO PREVENT DISPLACEMENT OF REINFORCEMENT BY WORKMEN OR EQUIPMENT DURINGCONCRETE PLACEMENT.

SUPPORT REINFORCEMENT ON PROPRIETARY CONCRETE, METAL OR PLASTIC SUPPORTSADEQUATE TO WITHSTAND CONSTRUCTION AND TRAFFIC LOADS AND MAINTAIN DURABILITY OFFINISHED CONCRETE STRUCTURE.

DO NOT PLACE OR MOVE REINFORCEMENT DURING OR AFTER CONCRETE PLACEMENT.

SPLICE REINFORCEMENT ONLY AT LOCATIONS SHOWN ON DRAWINGS OR AS APPROVED BYSTRUCTURAL ENGINEER. STAGGER LAPS WHERE POSSIBLE. LAP LENGTHS TO COMPLY WITHAS3600, OR FOR SLAB AND WALL REINFORCEMENT WITH CLEAR SPACING BETWEEN BARS > 150 mmWITH THE FOLLOWING UNO:

R1.

R2.

R3.

R4.

R5.

R6.

R7.

R8.

R9.

R10.

R11.

R12.

R13.

REINFORCEMENT NOTES:BAR SIZE

COVER

25304050

F'c

20253240

N12

500400400400

N16

800600500500

N20

1150850650650

N24

15501250850750

N28

-15001100900

N32

--

1350900

N36

--

16501300

MESH TYPE

RECTANGULAR MESHESSQUARE MESHES SL102 TO SL42SL81TRENCH MESH

END LAP

225225125500

SIDE LAP

125225125N/A

DO NOT INTERPOLATE INTERMEDIATE VALUES OF BAR LENGTHS. LONGITUDINAL BARS IN BEAMS ANDCOLUMNS, ETC, WILL REQUIRE LONGER LAP LENGTHS. REFER TO AS3600 OR STRUCTURAL ENGINEER.

LAY MESH REINFORCEMENT SO THAT MINIMUM COVER IS TO MAIN WIRES UNO.

PROVIDE MINIMUM MESH LAPS TO CROSS WIRES OF REINFORCING MESH, SO THAT TWO OUTERMOSTWIRES OF ONE SHEET OVERLAP TWO OUTERMOST WIRES OF ADJACENT SHEET BY AT LEAST 25 mm,THUS:

USE LAP LENGTHS BASED ON LARGEST WIRE SPACING. DO NOT LAP MORE THAN THREE SHEETS ATANY ONE POINT.

DO NOT CUT, BEND NOR HEAT REINFORCEMENT ON SITE WITHOUT STRUCTURAL ENGINEERS PRIORWRITTEN APPROVAL.

R14.

R15.

R16.


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

NOTES REINFORCEMENT

S020 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


WORKMANSHIP AND MATERIALS TO COMPLY WITH AS4100 AND AS/NZS1554.

PROVIDE STEEL IN ACCORDANCE WITH:- AS1163 GRADE C350 FOR RECTANGULAR AND SQUARE HOLLOW SECTIONS,- AS1163 GRADE C250 OR C350 FOR CIRCULAR HOLLOW SECTIONS, AS NOTED ON DRGS- AS/NZS3678 FOR PLATES AND FLOOR PLATE,- AS/NZS3679 PART 1 GRADE 300 OR BHP GRADE 300 PLUS FOR UNIVERSAL BEAMS, UNIVERSAL COLUMNS, PARALLEL FLANGE CHANNELS AND ANGLES,- AS1397 GRADE G450 FOR PURLINS AND GIRTS,- OTHERWISE TO COMPLY WITH AS/NZS3678 OR AS/NZS3679 GRADE 250 UNO.

MARK STEEL GRADES ON STRUCTURAL MEMBERS IN NON-CRITICAL AREAS. USE IDENTIFICATION MARKSCOMPATIBLE WITH AND VISIBLE THROUGH PAINT SYSTEM.

CARRY OUT WELDING TO AS/NZS1554: ALL INTERFACES BETWEEN STEEL SECTIONS TO BE CONNECTED WITH 6mm CONTINUOUS FILLET WELDS ALL ROUND, BOTH SIDES UNO. WELDS TO BE SHOP WELDED UNO. WELDSTO BE CATEGORY SP. BUTT WELDS TO BE FULL (COMPLETE) PENETRATION UNO. ELECTRODES TO BE LOLWCARBON CLASSIFICATION E48XX, PRE-APPROVED TO AS/NZS1554

PROVIDE STEEL MEMBERS MADE FROM WHOLE LENGTHS WHEREVER POSSIBLE. SEEK APPROVAL TO MAKELENGTHS UP OF SECTIONS JOINED BY COMPLETE PENETRATION FULL STRENGTH BUTT WELDS GROUNDFLUSH WHERE REQUIRED. WHERE PROPOSED, SHOW JOINTS ON SHOP DRAWINGS. ENSURE MEMBERS ARECONCENTRIC AT CONNECTIONS (GRAVITY- OR GAUGE-LINES TO INTERSECT) UNO.

M16 AND LARGER BOLTS TO BE HIGH STRENGTH STRUCTURAL BOLTS, 8.8/S PROCEDURE AND M12 SIZE BOLTSSHALL BE COMMERCIAL BOLTS, 4.6/S PROCEDURE UNO.

MAKE BOLTED STRUCTURAL CONNECTIONS WITH 10 mm THICK CLEAT PLATES AND 2 M16 8.8/S BOLTS UNO.USE M12 4.6/S BOLTS FOR PURLINS UP TO 250 DEEP UNO. STIFFENERS, PURLIN AND GIRT CLEATS AND FLYBRACE CLEATS TO BE 8 mm THICK UNO.

USE BOLTS WITH THREADS IN COMPLIANCE WITH AS1275. BOLTS OF STRENGTH GRADE 4.6 TO BECOMMERCIAL GRADE BOLTS TO AS1111 AND 1112. BOLTS OF STRENGTH GRADE 8.8 TO BE HIGH STRENGTHSTRUCTURAL BOLTS, NUTS AND WASHERS TO AS/NZS1252. MECHANICAL PROPERTIES OF BOLTS, NUTS,SCREWS AND STUDS TO COMPLY WITH AS /NZS4291.2. WASHERS TO COMPLY WITH AS1237. TIGHTENINGPROCEDURES TO COMPLY WITH AS4100: S SNUG TIGHT.

CROP INTERNAL CORNERS OF CLEATS AND STIFFENERS, etc TO FACILITATE DRAINAGE. PROVIDE DRAINAGEHOLES TO PREVENT WATER PONDING ON STRUCTURAL ELEMENTS DURING CONSTRUCTION. SHOWPROPOSED HOLES ON SHOP DRAWINGS.

HOT DIP GALVANIZE BOLTS, SCREWS, NUTS AND WASHERS TO AS1214. TAP GALVANIZED NUTS 0.4 mmOVERSIZE TO SUIT GALVANIZED THREADS TO AS1214 AND OIL FOR PROTECTION. INSTALL WASHERS UNDERBOLT HEAD AND NUT. PROVIDE TWO WASHERS UNDER BOLT HEAD IF HEAD IS USED FOR TIGHTENING. USETAPERED WASHERS AS REQUIRED.

HOLDING DOWN BOLTS TO BE GRADE 4.6 UNO. SUPPLY HOLDING DOWN BOLTS WITH TWO CLASS 5HEXAGONAL HEAD NUTS AND TWO EXTRA LARGE FLAT WASHERS. HOT DIP GALVANIZE HOLDING DOWNBOLTS, NUTS AND WASHERS TO AS1214. TIE HOLDING DOWN BOLT GROUPS RIGIDLY TOGETHER PRIOR TOINSTALLATION (eg. TACK WELD WITH 10 mm DIAMETER REINFORCING BAR TO FORM A RIGID CAGE) TO ENSURECORRECT BOLT LOCATIONS, AND SET OUT USING A 3 mm MILD STEEL TEMPLATE SUPPLIED BY STEELWORKFABRICATOR. PROVIDE 4 N12 LIGATURES TO FIX HOLDING DOWN BOLT CAGE SECURELY TO SLAB/FOOTINGREINFORCEMENT.

GROUT BASE PLATES, HOLDING-DOWN BOLTS, REBATES etc BEFORE COLUMNS LOADED OR WALLS ERECTED.USE APPROVED HIGH-STRENGTH NON-SHRINK PRE-MIXED RAMMED GROUT.

S1

S2.

S3

S4.

S5.

S6.

S7.

S8.

S9.

S10.

S11.

S12.

STEEL NOTES: STEEL NOTES (CONT):DRILL HOLES FULL SIZE OR REAM TO FULL SIZE AFTER SUB-DRILLING OR SUB-PUNCHING. SUB-DRILLED ORSUB-PUNCHED HOLES TO BE AT LEAST 3 mm UNDERSIZE. FLAME CUTTING OF HOLES IS NOT PERMITTED.BOLT HOLE SIZE TO BE:

- BOLT DIAMETER PLUS 2 mm FOR STEEL TO STEEL CONNECTIONS.- BOLT DIAMETER PLUS 4 mm FOR STEEL TO CONCRETE CONNECTIONS.- BOLT DIAMETER PLUS 6 mm FOR HOLDING DOWN BOLTS.

DO NOT COMMENCE FABRICATION UNTIL SHOP DRAWINGS AND CALCULATIONS HAVE BEEN REVIEWED.ALLOW 7 DAYS FOR STRUCTURAL ENGINEERS REVIEW. REVIEW DOES NOT INCLUDE CHECKING OFDIMENSIONS, AND DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH DRAWINGSAND SPECIFICATIONS.

AFTER COMPLETION OF FABRICATION, PREPARATION FOR SURFACE TREATMENT TO BE: ROUND OFFROUGH WELDS, SHARP EDGES, BURRS, ARRISES, WELD SPLATTER AND SLAG, etc. REMOVE GREASE, OIL ANDOTHER CONTAMINANTS TO AS1627.1. REMOVE RUST, MILLSCALE, OXIDE DEPOSITS, OLD PAINT FILMS, etc BYABRASIVE BLAST CLEANING TO AS1627.4 CLASS 2½ TO 35 MICRONS PROFILE HEIGHT OR BY POWER TOOLCLEANING TO AS1627.2 CLASS 2. REMOVE ALL DUST BY BRUSHING OR VACUUM CLEANING.APPLY SURFACE TREATMENT AS SOON AS PRACTICABLE AFTER PREPARATION, WITHIN FOUR HOURS ANDBEFORE A RUST BLOOM APPEARS. APPLICATION OF SURFACE TREATMENT TO COMPLY WITHMANUFACTURER’S RECOMMENDATIONS.

PROTECTIVE COATINGS ARE TO BE SHOP APPLIED AND CURED IN WORKSHOP IN ACCORDANCE WITHMANUFACTURER’S RECOMMENDATIONS UNLESS APPROVED OTHERWISE IN WRITING BY SUPERINTENDENT.PROTECTIVE COATINGS ARE TO BE SMOOTH, UNIFORM AND WITHOUT RUNS, BEADS, PINHOLES, SURFACECRAZING OR OTHER IMPERFECTIONS.

PROTECT COATINGS FROM DAMAGE AND DETERIORATION DURING HANDLING, TRANSPORT, STORAGE ANDERECTION. REPAIR DAMAGE TO PROTECTIVE COATINGS TO REINSTATE INTEGRITY OF NOMINATEDCOATING IN ACCORDANCE WITH MANUFACTURERS’ RECOMMENDATIONS AND SPECIFICATION. EDGES OFPATCH REPAIRS TO BE FEATHERED.

PROVIDE PURLINS AND GIRTS WITH GALVANIZED COATING OF 350 g/m2 = MINIMUM COATING MASS TO AS1397UNO.

REFER SPECIFICATION FOR DECORATIVE COATINGS.

STEELWORK NOMINATED TO BE HOT DIPPED GALVANISED SHALL BE IN ACCORDANCE WITH AS4680 ANDAS1214. THICKNESS OF GALVANIZED COATINGS TO AS4680. ZINC IN GALVANIZING BATH TO BE NOT LESSTHAN 98% PURE BATH TEMPERATURE, TIME OF IMMERSION AND WITHDRAWAL SPEED AS REQUIRED TOACHIEVE SPECIFIED COATING THICKNESS AND FINISH. ZINC COATING TO BE CONTINUOUS, ADHERENT, FREEFROM LUMPS, SPIKES, DAGS, RUNS, BLISTERS, ROUGHNESS, GRITTY AREAS, UNCOATED SPOTS, ACID ANDBLACK SPOTS, DROSS, FLUX AND OTHER IMPERFECTIONS. STRAIGHTEN MEMBERS DISTORTED DURINGFABRICATION AND/OR GALVANIZING PROCESS USING AN APPROVED METHOD. ANNEAL COLD WORKED ITEMSTO 650°C PRIOR TO GALVANISING. TREAT CONTACT SURFACES OF FRICTION-TYPE BOLTED JOINTS BY WIREBRUSHING OR LIGHT BLASTING TO EXTENT NECESSARY TO ACHIEVE REQUIRED SLIP FACTOR. PASSIVATEGALVANIZED STEEL TO BE IN CONTACT WITH CONCRETE BY DIPPING IN 0.2% SODIUM DICHROMATESOLUTION.REPAIR DAMAGE TO GALVANIZED COATING BY POWER TOOL CLEANING TO AS1627.2 OR IF INACCESSIBLE BYHAND TOOL CLEANING TO AS 1627.7, FOLLOWED BY SOLVENT CLEANING/DEGREASING TO AS 1627.1 ANDAPPLY TWO COATS OF AN ORGANIC ZINC RICH PRIMER EACH 60 MICRONS DRY FILM THICKNESSOVERLAPPING SOUND METALLIC ZINC.DO NOT PAINT GALVANIZED STEELWORK UNLESS SPECIFIED ON THE ENGINEERING DRAWINGS.PREPARE GALVANIZED SURFACES TO BE PAINTED USING AN ETCH PRIMER TO ENSURE ADHESION OR TOMANUFACTURERS RECOMMENDATIONS AND APPLY PAINT IN THE WORKSHOP.COATING APPLICATOR TO PROVIDE A 10 YEAR WARRANTY OF THE COATING SYSTEM.

S13.

S14.

S15.

S16.

S17.

S18.

S19.

S20.


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

NOTES STEEL

S021 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


DO NOT STRIP FORMWORK PRIOR TO 10 DAYS AFTER PLACEMENT.

DO NOT STRIP FORMWORK UNTIL CONCRETE IS HARDENED SUFFICIENTLY TO WITHSTAND MOVEMENT ANDFORM REMOVAL WITHOUT DAMAGE.

STRIP FORMWORK TO AS3600 CLAUSE 17.6. REMOVE FORM TIE BOLTS WITHOUT DAMAGING CONCRETE.PARTS OF BOLTS LEFT IN CONCRETE MUST NOT INTRUDE INTO COVER CONCRETE. FLUSH FILL HOLES USINGPRE-MIXED NON-SHRINK CEMENTITIOUS REPAIR MORTAR MATCHING CONCRETE SURFACE COLOUR, STRENGTHAND DURABILITY AND ADEQUATE BOND.

THE DESIGN LOAD FOR STACKED MATERIALS SHALL BE MAXIMUM 400 KG.

THE MAXIMUM DESIGN LIVE LOAD TO THE ROOF IS 200 KG

CLASS M SITE.

SURFACE FINISH TO BE CLASS 3

PROVIDE SCAFFOLDING, BARRIERS, FALL RESTRAINT, HAND-MID RAILS AND TOE BOARDS FOR WORK ATHEIGHT. ERECT ACCESS STAIRS AT EARLIEST OPPORTUNITY TO REDUCE OPEN SHAFT HAZARDS ANDFACILITATE ACCESS. MAINTAIN SAFETY MESH AND BARRIERS TO ALL OPENINGS AND ELEVATED EDGES.

PROVIDE TEMPORARY BRACING WHERE REQUIRED FOR STRUCTURAL ELEMENTS OR FRAMES STABILIZED BYMASONRY, PRECAST CONCRETE OR OTHER ELEMENTS CONSTRUCTED AFTER ERECTION OF THE STRUCTURALELEMENT OR FRAME, AND SHOW ON SHOP DRAWINGS.

DO NOT SUPPORT OR RESTRAIN FORMWORK ON PERMANENT WORKS WITHOUT SUPERINTENDENT’S WRITTENAPPROVAL.

CONSTRUCT FORMWORK TO COMPLY WITH AS3610 AND CLAUSE 17.6 OF AS3600 WHERE THIS IS MORESTRINGENT SO CONCRETE WILL HAVE DIMENSIONS, SHAPE, LOCATION AND FINISH SPECIFIED. PROVIDEOPENINGS OR REMOVABLE PANELS FOR INSPECTION AND CLEANING. APPLY RELEASE AGENTCOMPATIBLE WITH CONTACT SURFACES TO INTERIOR OF FORMWORK (EXCEPT WHERE CONCRETE IS TORECEIVE AN APPLIED FINISH FOR WHICH THERE IS NO COMPATIBLE RELEASE AGENT). WHERENECESSARY CLEAN REINFORCEMENT TO REMOVE TRACES OF RELEASE AGENT. SEAL JOINTS BETWEENFORMWORK PANELS, AND TO HARDENED CONCRETE WITH A FLEXIBLE RUBBER STRIP. SET OUTFORMWORK TO GIVE A REGULAR ARRANGEMENT OF PANELS, JOINTS, BOLT HOLES AND SIMILAR VISIBLEELEMENTS IN FORMED SURFACE.

DO NOT USE FORMWORK HARDWARE THAT FORMS A COMPLETE HOLE THROUGH CONCRETE ELEMENTS.DO NOT USE REINFORCEMENT TO SUPPORT FORMWORK.

PROVIDE HOLES IN REBATE FORMERS, etc, AS REQUIRED TO PREVENT AIR ENTRAPMENT.

SUPPORT COLUMNS MUST BE SUPPORTED AT THEIR BASE BY CONCRETE OR STABLE MATERIAL WITH AMINIMUM BEARING CAPACITY OF 100 KPA.

THE FORMWORK PRODUCT TO BE USED SHALL BE FORMrite (CarterHoltHarvey) OR AND APPROVEDEQUIVALENT.

FORMWORK NOTES:S21.

S22.

S23.

UNLESS NOTED OTHERWISE ON DRAWINGS OR IN SPECIFICATION, SURFACE TREATMENT OF STEELWORKTO BE: - APPLY ONE COAT INORGANIC ETHYL SILICATE ZINC PRIMER TO 60-75 MICRONS DRY FILMTHICKNESS. APPLY TWO COATS WATER MISCIBLE ACRYLIC PIGMENTED TO COLOUR TO 60 MICRONS DRYFILM THICKNESS. REPAIR DAMAGED COATING BY POWER TOOL CLEANING TO AS1627.2, OR IF INACCESSIBLEBY HAND TOOL CLEANING TO AS1627.7 FOLLOWED BY SOLVENT CLEANING DEGREASING TO AS1627.1, ANDAPPLY TWO PACK EPOXY ZINC-RICH PRIMER TO 75 MICRONS DRY FILM THICKNESS LAPPING SOUND PRIMERFOLLOWED BY TOP COATS TO MATCH SURROUNDING PAINT SYSTEM.

PREPARE WORKSHOP DRAWINGS, AND SUBMIT THREE COPIES OF EACH FOR SUPERINTENDENT’SREVIEW OF GENERAL COMPLIANCE WITH DESIGN CONCEPT. SHOP DRAWINGS TO SHOW A MEMBERSCHEDULE TABLE ON THE GA FRAMING PLANS, RELEVANT DETAILS OF EACH ASSEMBLY, COMPONENTAND CONNECTION, TOGETHER WITH INFORMATION RELATIVE TO FABRICATION, SURFACE TREATMENTAND ERECTION, INCLUDING IDENTIFICATION, STEEL TYPE AND GRADE, DIMENSIONS OF ITEMS,REQUIRED CAMBER (WHERE APPLICABLE), LOCATION, TYPE AND SIZE OF WELDS OR BOLTS, WELDCATEGORIES AND BOLTING CATEGORIES, WELD PROCEDURES, SURFACE PREPARATION METHODS ANDCOATING SYSTEM, VENT/DRAIN HOLES FOR HOT DIP GALVANISING, PROPOSED JOINTS IN STEELMEMBERS, etc.

DO NOT COMMENCE FABRICATION UNTIL SHOP DRAWINGS HAVE BEEN REVIEWED. ALLOW 14 DAYS FORSUPERINTENDENT’S REVIEW. SUPERINTENDENT’S REVIEW DOES NOT INCLUDE CHECKING OFDIMENSIONS, AND DOES NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITHDRAWINGS AND SPECIFICATIONS.

STEEL NOTES (CONT):F1.

F2.

F3.

F4.

F5

F6.

F7.

F8.

F9.

F10

F11

F12

F13

F14

F15


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

NOTES STEEL / FORMWORK

S022 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


MASONRY WORK TO BE TO AS3700 AND AS/NZS4455.

STEEL LINTELS TO BE HOT DIPPED GALVANIZED.

USE GRADE 20 CONCRETE BLOCKS ie MINIMUM CHARACTERISTIC UNCONFINED COMPRESSIVE STRENGTH(Cu)= 20 MPa TO AS/NZS4455 UNO AND OF DIMENSIONAL CATEGORY DW4 TO AS/NZS4455. COLOUR ANDTEXTURE OF MASONRY UNITS TO BE WITHIN AN AGREED RANGE.

FOR CONCRETE BLOCKWORK USE CLASS M3 MORTAR MADE WITH 1 PART CEMENT: 5 PARTS SAND AND AMETHYL CELLULOSE WATER THICKENER (eg: `DYNEX’ AS PRODUCED BY A.V. SYNTEC) TO AS3700.

DO NOT CHASE HOLLOW BLOCKWORK. DO NOT CHASE MASONRY WITHOUT PRIOR APPROVAL. ENSURE THATPERPENDS AND BEDS ARE COMPLETELY FILLED WITH MORTAR. MORTAR BED JOINTS AND PERPENDS TO BEFULLY BEDDED, AND 10 mm MAXIMUM.

CLEAN MASONRY PROGRESSIVELY AS WORK PROCEEDS. CLEAN FACE WORK TO REMOVE MORTAR SMEARS,STAINS, DISCOLOURATION, etc. KEEP CAVITIES CLEAR OF MORTAR FINS, DROPPINGS, etc.

CONTROL JOINTS TO BE 20 mm WIDE WITH 25 mm DIAMETER CLOSED CELL POLYETHYLENE FOAM BACKINGROD AND APPROVED POLYSULPHIDE SEALANT AT EXTERNAL FACE UNO. FINISH SEALANT IN LINE WITHMORTAR JOINTS. TOLERANCE ON WIDTH +5, -0 mm. PROVIDE JOINTS IN WALL FINISHES AT CONTROL JOINTSIN MASONRY. PLACE POLYSTYRENE IN VERTICAL JOINTS DURING CONSTRUCTION TO ENSURE THAT MORTARDROPPINGS AND OTHER HARD MATERIALS DO NOT FALL INTO OR REMAIN IN CONTROL JOINTS. REMOVEPOLYSTYRENE AT COMPLETION.

INSTALL CONTROL JOINTS IN MASONRY AT 8 METRE MAXIMUM CENTRES (3 METRES MAXIMUM FROMCORNERS, AND AS SHOWN ON DRAWINGS.

WHEN BUILDING IN STEEL DOOR FRAMES etc, FILL BACKS OF JAMBS AND HEADS SOLID WITH MORTAR ASWORK PROCEEDS.

USE CONCRETE GROUT FOR FILLING CORES WITH: - MINIMUM f’c = 20 MPa TO AS3600. - MINIMUM CEMENTCONTENT = 300 kg/m3. - MAXIMUM AGGREGATE SIZE = 10 mm. - SLUMP = 230 ± 30 mm TO AS1012.3.

FOR BOND BEAMS USE CONCRETE WITH f’c = 20 MPa TO AS3600, SLUMP = 80 ±15 mm TO AS1012.3.

PROVIDE 15 mm MINIMUM COVER TO REINFORCEMENT TO AS3700 CLAUSE 6.8 FROM INSIDE FACE AND BASEOF BLOCKS. MAINTAIN COVER BY USE OF “KNOCK-OUT” BLOCKS AND SPACERS, OR BY OTHER APPROVEDMEANS. SET OUT STARTER BARS USING A TEMPLATE.

DO NOT PROCEED WITH BLOCKWORK CONSTRUCTION MORE THAN 6 COURSES AHEAD OF CONCRETEPLACEMENT.

STOP CONCRETE 50mm BELOW TOP OF BLOCKS TO PROVIDE KEY FOR FOLLOWING CONCRETE POUR.ENSURE PROPER COMPACTION OF CONCRETE BY 'RODDING' OR OTHER APPROVED MEANS.

M1.

M2.

M3.

M4.

M5.

M6.

M7.

M8.

M9.

M10.

M11.

M12.

M13.

M14.

MASONRY NOTES:


TITLE :

A3MANAGER (S) :

PROJECT ENG :

PROJECT :


AMMENDMENTS


PROJECT MGR :

PROJECT DIR :

DRAWN BY :

SURVEYOR : SCALE :

DATE DRAWN :

SIZE :

1 : 500

NOTES MASONRY

S023 FOR CONST


985-6ESR-003A13 JUN 2014

SPR CHAMPION


WO1 CORKERY

LT KOEN

MAJ MOON

LTCOL JOHNSTON


ARCHITECTURAL STRUCTURAL CIVIL · sl72 mesh central 100mm mixture of fine aggregate max 3 - 7mm...

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Transcript of ARCHITECTURAL STRUCTURAL CIVIL · sl72 mesh central 100mm mixture of fine aggregate max 3 - 7mm...