APPENDIX G –ENVIRONMENTAL RISK ASSESSMENT

APPENDIX E –BUSINESS CASE ANALYSIS

APPENDIX D –STATUTORY COMPLIANCE TABLE

APPENDIX C –MITIGATION MEASURES TABLE

APPENDIX B –DESIGN PLANS

APPENDIX D - UPDATED ARRC DESIGN APPENDIX F –

COMMUNITY AND STAKEHOLDER ENGAGEMENT PLAN APPENDIX I –

AIR QUALITY IMPACT ASSESSMENT

APPENDIX H –AERONAUTICAL IMPACT ASSESSMENT

(INCLUDING EMM BIRDSTRIKE)

B-Double (26.0m)

SITE BOUNDARY

B-DOUBLE TURN PATH (26m) - PICK-UPS

B-DOUBLE TURN PATH (26m) - DELIVERIES

1. LAYOUT SUBJECT TO DETAILED DESIGN AND ENGINEERING INPUT

2. LAYOUT SUBJECT TO BRIGADE INPUT3. (*) AREAS SUBJECT TO BRIGADE APPROVAL

300mm OFFSET & WHEEL TURN PATH

HEAVY DUTY PAVEMENT

PEDESTRIAN PATHWAY

LEGEND

WAREHOUSE

OFFICE

LANDSCAPE

WATER STORAGE & TREATMENT PLANT

STORAGE

LIGHT DUTY PAVEMENT

NOTES

DP

FE

RSD

SLD

ABBREVIATION

DOWN PIPE

FIRE EXIT DOOR

ROLLER SHUTTER DOOR

SLIDING DOOR

BUILDING AREAS

WAREHOUSEOFFICE 1OFFICE 2 (INC. AMENITIES)PUMP ROOM

TICKET BOOTHS

TOTAL

WAREHOUSE ROOFOFFICE 1 ROOFOFFICE 2 ROOF

CAR PARKING

AREA SCHEDULE

13,130 m²400 m²235 m²35 m²

20m²

13,820 m²

13,260 m²400 m²140 m²

45 PROVIDED

ESTATE SIGNAGE & INFRASTRUCTURE

(NORTH)

INT

ER

NA

L R

OA

D

WAREHOUSE 1 13,130 m²RL 64.00

STAGE 1 SITE AREA 21,205m²

OFFICE 1A(2 STOREY)

400m²

CA

R P

AR

KIN

G(1

4 S

PA

CE

S)

CAR

ENTR

Y/EXIT

CA

R P

AR

KIN

G(3

1 S

PA

CE

S)

WEIGHBRIDGE

PUMP ROOM

CAR/TRUCK EXIT

OF

FIC

E 1

B O

VE

R 2

35m

²(G

RO

UN

D F

LO

OR

EN

TR

Y)

HEAVY RESIDUAL

260m²*

10m + WIDE RSD, SUBJECT TO TRAFFIC ENG.

QUARRY ACCESS DURING INFILL OPERATIONS

OUTDOOR AREA

PLANT & MACHINERY2,200m²

UNLOADING / PROCESSING

1,200m²

U/G FIRE WATER CAPTURE TANK (2.6ML)BELOW SHOWN DASHED

3m AWNING

FUEL STORE

SLD

RS

D

TRUCK

ENTR

Y

3m

AW

NIN

G

PAVEMENT EXTENT SUBJECT TO TRAFFIC ADVICE

20m SLIDING DOOR TO ALLOW TRUCK TURNING

CLEAN TIMBER425m²*

CONCRETE / RUBBLE/ MASONRY

475m²*

STUMPS / ASPHALT / METAL300m²*

RIGID PLASTICS

210m²*

FINESSCREENED

500m²*

PAPER / CARDBOARD

/FILM205m²*

SOILAUDIT170m²*

FERROUS50m²*

NON-FERROUS50m²*

NON-RECYCLABLES

100m²*

AWNING SUBJECT TO BRIGADE INPUT

TICKET BOOTH

TICKET BOOTH

BIN STORAGE

100m²

SPRAY SEAL ACCESS ROAD

EXISTING QUARRY FENCE

FUTURE PLANT920m²

SHREDDER

OSD

FUTURE WATER TREATMENT PLANT

WATER TREATMENT PLANT& WATER STORAGE TANKS

PE

DE

ST

RIA

N A

CC

ES

S

10000

FEED STOCK / TIP FACE

FEED STOCK CONCRETE /

TIMBER

KIOSK SUBSTATIONS (2)

U/G SP WATER

TANK (2.6ML)

FUTURE PLANT & MACHINERY

900m²*

ENTRY

6000

WORKSHOP

TOOL SHED

ENTRY

RS

D

SLD3m

AW

NIN

G

10m SLIDING DOOR

3m A

WN

ING

AM

EN

ITIE

S O

VE

R S

HO

WN

DA

SH

ED

WEIGHBRIDGE

26000

28000

26000

6000

TRUCK ACESS/CAR ENTRY

WEIGHBRIDGE

26000

WAITING BAY

3500

3500

3500

GIVE WAY SIGNAGE& LINE MARKING

GIVE WAY SIGNAGE & LINE MARKING

GIVE WAY SIGNAGE & LINE MARKING

OUTLET DRAIN

Level 15, 124 Walker StreetNorth Sydney NSW 2060 Australia

ACN 002 033 801 ABN 28 317 605 875

Tel:

Fax:

Email:

61 02 9954 4946

61 02 9954 5011

www.reidcampbell.comWeb:

Architecture, Interiors, Project Management

sydney@reidcampbell.com

N

PROJECTCLIENT PROJECT MANAGERNotes

Drawn PRINT DATE

NORTH POINT

Checked

SHEET NUMBER ISSUE

; 1: 1000 @ A3

Drawing Title

SCALE BAR 1:500 @ A1

50m10m 40m30m20m0m

-This drawing and design is subject to Reid Campbell (NSW) Pty Ltd copyright and may not be reproduced without prior written consent.-Contractor to verify all dimensions on site before commencing work. -Report all discrepancies to project manager prior to construction. -Figured dimensions to be taken in preference to scaled drawings. -All work is to conform to relevant Australian Standards and other Codes as applicable, together with other Authorities' requirements and regulations.

NSW Registered Architect Mark David Roach, 10332NSW Registered Architect James Webb, 10187

24-Feb-21 10:23:56 AMH

C:\Users\cguevarra\Documents\1190066_ADAMS LUDDENHAM_MPLAN_R19_cguevarra.rvt

CG

PROPOSED INDUSTRIALDEVELOPMENT

275 ADAMS ROAD LUDDENHAM NSWSTATE SIGNIFICANTDEVELOPMENT

MF1190066_ DA_100

SITE PLAN

Issue Description Date By QA

A FOR COORDINATION 09.06.2020 CG MF

B SSD APPLICATION 12.06.2020 CG MF

C GENERAL UPDATE 08.07.2020 CG MF

D QUEUING UPDATE 04.02.2021 CG MF

E GENERAL UPDATE 05.02.2021 CG MF

F OSD UPDATE 17.02.2021 CG MF

G BOUNDARY UPDATE 17.02.2021 CG MF

H OUTLET DRAIN UPDATE 24.02.2021 CG MF

6

1

.

0

61.0

62.0

62.0

63.0

62.0

61.0

6

3

.

0

6

3

.

0

6

2

.

0

6

1

.

0

6

2

.

0

6

1

.

0

6

0

.

0

Ø

3

7

5

m

m

175.0

07

170

TWL - 1%AEP

UNSEALED ROAD SHOULDER

W BEAM SAFETYBARRIER

1000

1.8m HIGH SAFETY FENCEINSTALLED AROUND THE OSD

OSD/BIORETENTION BASIN BATTER (1 IN 3)1000

BATTER (1 IN 4)

TIMBER

HARDWOOD TO

SECURE ROCKS

EXISTING

SURFACE

L

ROCK OF VARYING DIAMETER

INSTALLED TO MANUFACTURER INSTALLATION MANUAL

TWL - 1%AEP (RL63.39)

TWL - 10%AEP (RL63.11)

TWL - 10%AEP (RL63.02)

WEIR ON 4 SIDES(4.2m = 2x0.9m + 2x1.2m)RL 62.85

900x1200 OSD CONTROL OUTLFOW PIT

900x900 WSUD PIT

ORIFICE Ø200RL AT RL60.45

Ø450 OUTFLOW PIPE

RL60.29

CREST OF EMERGENCY SPILL WAYRL63.39

EDD

150-300mm DIA CRUSHSANDSTONE AGGREGATE

COMPACT 95%MMDD

TYPICAL FLUSHING POINT AND SUBSOIL DRAIN

SCALE 1:20@A1 1:40@A3

K

CAD FILE:

SHEET No.SCALE

DRAWN BY

DESIGNED BY

APPROVED DATE

CHECKED DATE

PROJECT

PROJECT No.

DRAWING TITLE

DRAWING No.

AMDT

CLIENTDEVELOPMENT TEAM

275 ADAMS ROAD

LUDDENHAM

www.indesco.com.au

CANBERRA | SYDNEY | WOLLONGONG

PROPERTY GROUP

1

314

PLAN

OUTLET INVERT

RL 60.10

SCALE 1:250

GSECTION

SCALE 1:100

H

-

I

-

H

SCALE 1:20

BLOW UP

I

Ø450 OUTFLOW

PIPE

PROPOSED OSD

OSD DETAILS

7472 315 B

AS SHOWN

SB

VK

DF 01.04.2021

AJT 01.04.2021

A ISSUED FOR TENDER KN 03.11.2020 EJ

B ISSUED FOR TENDER KN 01.04.2021 EJ

C ISSUED FOR TENDER KN 01.04.2021 EJ

SCALE 1:20

BLOW UP

EMERGENCY SPILL WAY

CREST AT RL63.39

PROVIDE RIPRAP

30m L x5m W

FILTER MEDIA(400mm)TRANSITION LAYER(100mm)

DRAINAGE LAYER(150mm)

BOTTOM OF BIORETENTION CELLWITH IMPERVIOUS SYNTHETICLINER ON BASE

RL61.11TOP OFBIORENTENTION

J

-

J

SCALE 1:25

DETAIL

G

-

FLUSH POINT (FP)

REFER DETAIL E

EXPANSION JOINT DETAIL (EJ)

SCALE 1:10

300mm

MIN

300mm

MIN

1

5

MIN.

500mm

DISCHARGE

PIPE(S)

2700mm

TOEWALL

TYPICAL STACKED ROCK HEADWALL OUTLET

SCALE N.T.S

PLAN VEIW

0.7m

100mm THICK COARSE

GRAVEL / COBBLE LAYER

OF 10mm TO 400mm

SMOOTH RIVER ROCK

10

0m

m T

HIC

K C

OA

RS

E

GR

AV

EL

/C

OB

BL

E L

AY

ER

RIP RAP DEPTH

D50 = 200mm

D = 1.5 x D50

'D'

300mm

500mm

0.4m

BIDIM A44

GEOTEXTILE

1000mm

MIN

TYPICAL ROCK PROTECTION DETAIL

SCALE: NTS

PROVIDE

CONCRETE

TRENCH CUTOFF

HEEL.

NOTES:

1 BACKFILL IS TO BE GRANULAR, FREE DRAINING AND COMPACTED TO 95% MAXIMUM

DRY DENSITY.

2 FOUNDATION TO BE APPROVED FOR 200 kPa BEARING CAPACITY.

3 ROCK IS TO BE SOUND DURABLE BASALT OR OTHER MATERIAL APPROVED BY

COUNCIL ENGINEER.

4 ROCKS SHALL BE PLACED IN SUCH A MANNER THAT THEY ARE STABLE AND

INTERLOCKING AND LAID ROUGHLY COURSED AND BEDDED ON THEIR BROADEST

BASE.

5 EACH ROCK SHALL BE:

· ELONGATED TO ALLOW STACKING ON THE LONGEST AXIS.

· ANGULAR IN SHAPE (PROMOTES INTERLOCKING)

· FREE FROM OVERBURDEN, SPOIL, SHALE AND ORGANIC MATERIAL.

6 WALL CONSTRUCTION TO BE SUPERVISED BY A SUITABLY.

7 AIR VOIDS SHALL NOT EXCEED 30% VOLUME.

8 THE TOP COURSE OF ROCKS ON EMBANKMENT AND ADJACENT TO PIPE SHALL BE

MORTARED INTO POSITION.

ROCK RIPRAP DETAIL AND NOTES:

1. ALL RIPRAP MUST CONSIST OF HARD, DURABLE ANGULAR RUN-OF-QUARRY

SANDSTONE ROCK; RESISTANT TO WEATHERING & WATER ACTION; FREE FROM

OVERBURDEN, SPOIL, SHALE & ORGANIC MATERIAL; & SHALL MEET THE GRADATION

REQUIREMENTS SPECIFIED.

2. ROUNDED STONES/BOULDERS WILL NOT BE ACCEPTABLE.

3. SHALE & ROCK WITH SHALE SEAMS WILL NOT BE ACCEPTABLE.

4. ALL ROCK & COBBLES TO BE PACKED WITH TOPSOIL. GAPS IN RIPRAP TO BE

PLANTED AS SPECIFIED IN VMP, OR WITH SUITABLE NATIVE GRASSES/SEDGES.

5. RIPRAP SHALL BE PLACED ON THE PREPARED SLOPE IN A MANNER THAT WILL

PRODUCE A REASONABLY WELL GRADED MASS OF STONE WITH THE MINIMUM

PRACTICAL PERCENTAGE OF VOIDS.

6. LARGER STONES SHALL BE WELL DISTRIBUTED & THE ENTIRE MASS OF STONE

SHALL CONFORM TO THE GRADATION SPECIFIED BY THE ENGINEERING PLANS.

7. RIPRAP IS TO BE PLACED BY HAND AND CROW-BARRED INTO PLACE TO ENSURE FIT

WITH MINIMUM VOIDS.

8. THE MINIMUM THICKNESS OF THE RIPRAP LAYER IS TO BE 1.5 TIMES THE d50 ROCK

SIZE & NOT BE LESS THAN 300mm FOR PRACTICAL PLACEMENT.

9. ALL RIPRAP MUST BE PLACED OVER A 100mm COARSE GRAVEL / COBBLE LAYER OF

10mm TO 40mm SMOOTH RIVER ROCK. VOIDS ARE TO BE FILLED IN DURING

PLACEMENT AND LIGHTLY WASHED IN TO THE ABOVE LAYER WITH TOPSOIL AS THE

ROCK WORK IS BOUGHT

10. ALL ROCK IS TO BE A HARD DURABLE ROCK WITH A POINT INDEX LOAD Is50

GREATER THAN 1.0MPa AS DETERMINED IN ACCORDANCE WITH AS4133.4.1 -2007

11. THE MINIMUM DENSITY OF STONE USED SHALL NOT BE LESS THAN 2200 kg/cu.m.

TYPICAL ROCK WEIGHT RANGES FOR RIPRAP ARE:

M

50

- 60kg (NOM 300MD)

M

15

- 25kg

M

100

- 120kg

EN

D O

F R

IP

R

AP

RIP RAP SPILLWAY TO

CONSIST

A WELL GRADED MIXTURE OF

STONE

L

200mm

COARSE GRAVEL BED 200mm DEPTH

( NOM. 75 - 150mm AGGREGATE )

BIDIM A44 GEOTEXTILE

OR EQUIVALENT

SEDGES AND RUSHES PLANTED

IN TOPSOIL FILLED VOIDS

STACKED ROCK HEADWALL

1SECTION

2

BASE

WIDTH

1

W

2SECTION

CAD FILE:

SHEET No.SCALE

DRAWN BY

DESIGNED BY

APPROVED DATE

CHECKED DATE

PROJECT

PROJECT No.

DRAWING TITLE

DRAWING No.

AMDT

CLIENTDEVELOPMENT TEAM

275 ADAMS ROAD

LUDDENHAM

www.indesco.com.au

CANBERRA | SYDNEY | WOLLONGONG

PROPERTY GROUP

10mm MIN. THICKNESS

COMPRESSIBLE FILLER

MATERIAL FOR FULL DEPTH OF

PAVEMENT

CAP REQUIRED

FOR EXPANSION

BOND -BREAKING

COMPOUND

R10 x 300mm DOWELS

@ 300mm CTS

SUITABLE SILICON OR

POLYURETHANE SEALANT

TO PREVENT INGRESS OF

DIRT

PROVIDE CONCRETE

TRENCH CUTOFF HEEL

TO DETAIL

CIVIL DETAILS

SHEET 1

7472 500 D

AS SHOWN

SB

VK

DF 01.04.2021

AJT 01.04.2021

A ISSUED FOR DA APPROVAL AT 15.08.2020 VK

B ISSUED FOR 80% DETAILED DESIGN AT 20.08.2020 VK

C ISSUED FOR TENDER KN 03.11.2020 EJ

D ISSUED FOR TENDER KN 01.04.2021 EJ

DIMENSION TABLE

PIT ID PIPE SIZE LENGTH (mm) WIDTH (mm) d50 (MIN)

A6 Ø450 2700 1350 200

T4 Ø375 2250 1125 200

H2 Ø375 2250 1125 200

FILTER MEDIA SPECIFICATION1. FILTER MEDIA SHALL BE A LOAMY SAND.2. FREE OF RUBBISH, DELETERIOUS MATERIAL, TOXICANT.3. FREE OF ORGANIC MATTER.4. HYDRAULIC CONDUCTIVITY = 100-30Omm/hr MEASURED USING ASTMF1815-0.6 METHOD5. WELL GRADED, ALL PARTICLE SIZE RANGES FROM 0.75mm TO 4.75mm SIZE (DEFINED BY AS1289.3.6.1 - 1995)

· CLAY & SILT (<0.05mm) <3%· VERY FINE SAND (0.05-0.15mm) 5-30%· FINE SAND (0.15-0.25mm) 10-10%· MEDIUM TO COARSE SAND (0.25-1.0mm) 40-60%· COARSE SAND (1.0-2.0mm) 7-10%· FINE GRAVEL (2.0-3.4mm) <3%

VEGETATION PLANTING DETAILS FOR BIO RETENTION1. MINIMUM 8 PLANTS PER SQUARE METRE. WHICH PLANTED FROM 50mm TUBES OR HIKO CELLS.

2. SOME PLANT SPECIES THAT CAN BE USED.· Banksia robur· Correa alba· Dianella Cearulea 'King Alfred' (Blue flax-lily)· Dichelachne micrantha· Doryanthes excels· Imperata cynlindrical (Blady Grass)· Isolepsis nodosa· Lomandra longifolia (Matrush)· Melaleuca thymifolia· Westringia fruiticosa· Acmena smithii· Callistemon sp

TRANSITION LAYER1. CLEAN WELL GRADED SAND/COURSE SAND MATERIAL CONTAINING LITTLE OR NO FINE.

DRAINAGE LAYER2. CLEAN, FINE GRAVEL (2-5mm).

DRAINAGE PIPE1. SLOTTED Ø150mm UPVC PIPE (CONSISTENT WITH AS/NZs/245).2. JOINTS SHALL BE SOLVENT CEMENT GLUED.3. BENDS SHALL BE 45.°