pr e d i r essiaci ty rdairyrp tra a tytd atami treet- eysw3

BROOKMANNS ROAD

HA

MIL

TO

N S

TR

EE

T

PROPOSED FACTORY

STAFF CARPARK

PROPOSED

OFFICE

SITE BOUNDARY 322m

SIT

E B

OU

ND

AR

Y 4

58m

SITE BOUNDARY 470m

SIT

E B

OU

ND

AR

Y 4

80m

N

25.0 m

40.0

m

27.4

m12.6

m

PROPOSED SEDIMENT

BASIN

N

SUBJECT SITE

New

ell

Hig

hw

ay

SITE DATA:-

ADDRESS: ...87-123 HAMILTON STREET, FINLEY NSW 2713

LOT NUMBER: ...118DP NUMBER: ...752299SITE AREA: ...

COPYRIGHT RESERVED.

NO PORTION OF THESE

DRAWINGS MAY BE

REPRODUCED

BY ANY PROCESS WITHOUT

THE WRITTEN CONSENT

OF ROB PICKETT DESIGN.

SHEET SIZE "A1"

Date:

Job No:

Sketch:ROB PICKETT DESIGNPO Box 3054 Albury NSW 2640

www.rpdesign.com.au

Email: [email protected]

PHONE 02 6021 1355INCREDIBLE IDEAS PTY. LTD. ABN 72 003 725 246

Sheet:

23-Feb-21 12:53:40 PMY:\- REVIT\- Revit\- Commercial\7111 DGA - Finley\2 - DA Drawings\2021-2-23\7111 DGA - Finley - DA.rvt

For: DAIRY GROUP AUSTRALIA PTY LTD

7111

23-2-2021

PROPOSED MILK PROCESSING FACILITY

At: 87-123 HAMILTON STREET, FINLEY NSW 2713

A01

DA

1 : 1000

SITE PLAN - OVERALL

LOCALITY MAP

DRAWING REGISTER

SHEET No SHEET NAME

A01 OVERALL SITE PLAN, LOCALITY MAP

A02 SITE PLAN

A03 SITE PLAN - TURNING CIRCLES

A04 FLOOR PLAN

A05 FLOOR PLAN

A06 ELEVATIONS

3D View 1

3D View 2

3D View 3

BROOCKMANNS ROAD

HA

MIL

TO

N S

TR

EE

T

PROPOSED FACTORY

STAFF CARPARK

FUTURE OFFICE

EXTENSION

PROPOSED

OFFICE

CANOPY ROOF OVER

5.0

m13.1

m7.9

m1.5

m

5.5 m 8.0 m 5.5 m

12

13

20

19

18

17

16

LPG STORAGE TANK

OPEN

ROOF A

REA

DRIVE-

THROUGH BAY

10.0

m20.0

m

SHIPPING CONTAINERS

TURNING CIRCLE

CONCRETE PAVEMENT

55.0 m

25.0 m

40

.0 m

BU

ILD

ING

OV

ER

AL

L

20

.0 m

27

.4 m

OF

FIC

E

12

.6 m

89.3 m BUILDING OVERALL

32.5 m

100,000 LITRE RAIN WATER TANK

HOT MIX SURFACE

45.7 m 27.9 m

10.0

m

25.5

m

PROPOSED CONCRETE

CROSS-OVER 2-WAY

10.0m WIDE

GRASS

GRASS

GRASS

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

PROPOSED CONCRETE

CROSS-OVER

6.0 m

HOT MIX DRIVEWAY

HOT MIX DRIVEWAY

HOT MIX DRIVEWAY

GRASS

BARK

N

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

POSSIBLE FUTURE FACTORY ADDITION

CONCRETE CULVERT

& HEAD WALLS

CONCRETE CULVERT

& HEAD WALLS

GRASS

14

PROPOSED CONCRETE

CROSS-OVER, EXIT ONLY

9.0m WIDE

HOT MIX DRIVEWAY36.8

m

CONCRETE CULVERT & HEAD WALLS

30.0

m

10.0

m

KERB

KERB

EX

IST

ING

TA

BLE

DR

AIN

EXISTING TABLE DRAIN

KERB

KERB

KERBKERB

3456789101112

15

5.5

m7.5

m

CLCL2.6 m

C LC L

2.6

m

EXISTING TREE

PROPSOED SEDIMENTATION

BASIN, 300m² AS PER FIGURE 3 OF

STORMWATER MANAGEMENT PLAN

PREPARED BY SJE CONSULTING

SWALE DRAIN

SW

ALE

DR

AIN

DISCHARGE TO EXISTING COUNCIL HOLDING POND

SHRUBS & GROUND COVEREUPHORBIA CHARACIAS - BLACKBIRDEUPHORBIA CHARACIAS SSP - SILVER SWANHEBE - PRETTY 'N' PINKDIANELLA PRUNNIA DP303 - UTOPIAPENNISTUM ADVENA RUBRUM DWARF - MOULIN ROUGEEUONYMUS JAPONICUS - AGAPANTHUS WHITELAVANDULA ANGUSTIPOLIA - LAVENDER ENGLISHANIGOZANTHOS MANGLESII - KANGAROO PAWDIANELLA VARIEGATED - SLIVER STREAKGREVILLEA - RUBY REDLIRIOPE - EVERGREEN GIANTLOMANDRA LABILL - EVERGREEN BABYGREVILLEA OBTUSIFOLIA - GIN GIN GEM

BARK MULCH

BACK FILL SOIL AROUNDPLANT USING MOIST

SOIL. ENSURE NO VOIDSOF EXTRANEOUS MATTER EXISTS

FORM A RAISEDSOILING RING AS ARETAINING BASIN

SMALL TREES (<10m)ACACIA PYCNANTHA - GOLDEN WATTLE (E)AGONIS FLEXUOSA - WILLOW MYRTLE (E)ANGOPHORA CORDIFOLIA - DWARF APPLE MYRTLE (E)BACKHOUSIA CITRIODORA - LEMON SCENTED MYRTLE (E)BANKSIA MARGINATE - SILVER BANKSIA (E)CALLISTEMON VIMINALIS - WEEPING BOTTLEBRUSH (E)EUCALYPTUS EXIMIA "NANA" - DWARF YELLOW BLOODWOOD (E)LAGERSTROEMIA INDICA - CREPE MYRTLE (D)LEPTOSPERMUM PETERSONII - LEMON SCENTED TEA TREE (E)MELALEUCA BRACTEATA - WHITE CLOUD TREE (E)MAGNOLIA LILIFLORA - LILY MAGNOLIA (D)MELALEUCA LINARIFOLIA - SNOW IN SUMMER (E)OSMANTHIS FRAGRENS - FRAGENT OLIVE (E)TRISTANIOPSIS LAURINA - WATER GUM (E)

NOTES:GROUP PLANTING:

ASSORTED GROUND COVERS AND SHRUBSTO BE PLANTED IN GROUPS OF 4 - 6

GRASS:

GENERALLY NATIVE GRASSESSHADED AREAS TO BE:- KIKUYU- RYE MIX

PLANTING:

ALL TREES TO BE STAKED AND TIEDPROVIDE 100mm BARK MULCH UNDER ALLTREES AND GROUND COVER

WATERING:

TIME MONITORED DRIPPER SYSTEM TOBE INSTALLED. ALLOW FOR ONE DRIPPEROUTLET PER PLANT

NOTES:

CHECK DRAWINGS AND DISCUSS WITHSITE SUPERVISOR PRIOR TO PLANTINGTO PREVENT DAMAGE TO UNDERGROUNDSERVICES. PROVIDE TOPSOIL TO LANDSCAPED AREAS

75

mm

ROOTBALL

EXTEND STAKES INTO UNDISTURBED SOILS WITHOUT INTERFERING WITH SERVICES

ROOTBALL STAPLES MAY BE USEDINSTEAD OF STAKES. USE 25x25x700mm

HWD STAKES. INSTALL ONE STAPLEEITHER SIDE OF THE ROOTBALL.

ENSURE SPACE FOR STEMCALIPER DEVELOPMENT

PROPOSED TREE TO BE HEALTHYDISEASE-FREE SPECIMEN, WATER TREES PRIOR TO PLANTING

TREES STAKED & TIED TO 3off.1800x25x25mm HWD STAKES WITHFLEXIBLE RUBBER OR CANVAS INFIGURE 8 CONFIGURATION

SAUCER-SHAPED SOIL BERM 50-100mmHIGH AT THE CIRCUMFRENCE OF ROOTBALL

75mm LAYER OF SHREDDED WOOD MULTCH TO 1.0m DIAMETER KEPT AWAY FROM TRUNK

OVER-EXCAVATE HOLE BY AT LEAST 3 TIMES POT WIDTH. ENSURE SIDES OF HOLE AREROUGHENED. BACKFILL WITH EXCAVATED TOPSOIL, PACKING AROUND SIDE OF ROOTBALL FOR STABILITY.

SET ROOTBALL ON UNDISTURBED SUBGRADE TO PREVENT SETTLING. TOP OF ROOTBALL SHOULD BE LEVEL WITH SURROUNDING TOPSOIL

SET PLANTS PLUMB

COPYRIGHT RESERVED.

NO PORTION OF THESE

DRAWINGS MAY BE

REPRODUCED


THE WRITTEN CONSENT


SHEET SIZE "A1"

Date:

Job No:


www.rpdesign.com.au



Sheet:



7111

23-2-2021



A02

DA

1 : 250

SITE PLAN

PLANTING LEGEND

AREA TABULATION. APPROX

AREAS. BUILDER TO CONFIRM

NAME AREA

1- PROPOSED FACTORY 1628.0 m²

2 - PROPOSED OFFICE BUILDING 184.5 m²

1812.5 m²

BROOCKMANNS ROAD

HA

MIL

TO

N S

TR

EE

T

PROPOSED FACTORY

STAFF CARPARK

PROPOSED

OFFICE

CANOPY ROOF OVER

DRIVE-

THROUGH BAY

20.0

m

SHIPPING CONTAINERS

CONCRETE PAVEMENT

55.0 m


CONCRETE DRIVEWAY2-WAY

N

B-DOUBLE TURNING CIRCLE TEMPLATE

15 METRE RADUS @ 5-15km

30°60°

90°

120°

150°

180°

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

29.8 m

HOT MIX SURFACE

CONCRETE DRIVEWAY

OUT ONLY

36.8

m

LPG STORAGE TANK

EX

IST

ING

TA

BLE

DR

AIN

EXISTING TABLE DRAIN

12

13

20

19

18

17

16

14

3456789101112

15

EXISTING TREE

COPYRIGHT RESERVED.

NO PORTION OF THESE

DRAWINGS MAY BE

REPRODUCED


THE WRITTEN CONSENT


SHEET SIZE "A1"

Date:

Job No:


www.rpdesign.com.au



Sheet:



7111

23-2-2021



A03

DA

1 : 250

SITE PLAN - TURNING CIRCLES

A

B

8765432

7078276453581300

19080

7906790679067906790679067906

FINISHED PRODUCT WAREHOUSE

ROLLER DOOR

ROLLER DOOR

16.5 x 19.7

435 PALLETS IF STACKED 7 HIGH

OFFICE 1

BOARD ROOM

OPEN OFFICERECEPTION

AIR-LOCK

FOYER

VERANDAH4.0 x 5.25

4.25 x 3.25

STAFF ROOM

9.7 x 4.0

N

10.3 x 4.3-5.4

5.6 x 1.6

DIS. W/C

2.7 x 2.2

W/C

1.7 x 1.0

W/C

1.7 x 1.0

VBVB

ST

OR

E

ROLLER DOOR ROLLER DOOR ROLLER DOOR

1.8m WIDE

1.8m WIDE

ROLLER DOOR

PATH TO STAFF

CARPARK

OUTLINE OF CANTILEVERED

CANOPY OVER

HOT MIX DRIVEWAY

SUSPENDED INSULATED C

EILIN

G OVER, 5

000mm ABOVE F.L

1

16372

12560

20000

32560

WORKSHOP

U H T PROCESSING

PACKAGING

30,000L

C I P PROCESSING

DIS. W/C

CONTROL

ROOM

RO

LLE

R D

OO

RR

OLLE

R D

OO

R

RO

LL

ER

DO

OR

RO

LL

ER

DO

OR

SHR

12.1 x 6.0

ROLLER DOOR

RO

LL

ER

DO

OR

STANDARD PROCESSING

13.6 x 9.0

3.0 x 2.0

3.0 x 1.2

3.0 x 4.6

LAB

3.0 x 4.1

4.9 x 8.5

MATERIAL

4.9 x 9.2

1.8m WIDE

19.9 x 10.4

RE

MA

ININ

G P

LA

N O

N S

HE

ET

A05

BOLLARD BOLLARD

COPYRIGHT RESERVED.

NO PORTION OF THESE

DRAWINGS MAY BE

REPRODUCED


THE WRITTEN CONSENT


SHEET SIZE "A1"

Date:

Job No:


www.rpdesign.com.au



Sheet:



7111

23-2-2021



A04

DA

AREA TABULATION. APPROX


NAME AREA



1812.5 m²

1 : 100

FLOOR PLAN - BAYS 1-8

A

B

8 9 10 11 12 13

61006100900061006100

UTILITY FACILITY

RO

LLE

R D

OO

RR

OLLE

R D

OO

R

12.5 x 19.7

RECEPTION AREA

ROOF RIDGE LINE ABOVE

DRIVE THROUGH BAY

HOT MIX DRIVEWAY

HOT MIX DRIVEWAY

PATH TO STAFF CARPARK

N


DIS. W/C

CONTROL

ROOM

OPE

N R

OOF A

REA

OUTLINE OF ROOF

RO

LL

ER

DO

OR

SHR

75,000L

75,000L

75,000L

75,000L

3.0 x 2.0

3.0 x 1.2

3.0 x 4.6

LAB

3.0 x 4.1

RE

MA

ININ

G P

LA

N O

N S

HE

ET

A04

COPYRIGHT RESERVED.

NO PORTION OF THESE

DRAWINGS MAY BE

REPRODUCED


THE WRITTEN CONSENT


SHEET SIZE "A1"

Date:

Job No:


www.rpdesign.com.au



Sheet:



7111

23-2-2021



A05

DA

1 : 100

FLOOR PLAN - BAYS 8-13AREA TABULATION. APPROX


NAME AREA



1812.5 m²

F.L

PITCH HEIGHT

8 7 6 5 4 3 2910111213

PANEL HEIGHT

3000

7000

1


COLORBOND ROOF SHEETING

ROLLER DOORSCONCRETE TILT WALL PANELS

CORRUGATED COLORBOND WALL SHEETING

RIBBED COLORBOND WALL SHEETING

F.L

PITCH HEIGHT

8765432 9 10 11 12 13

PANEL HEIGHT

C.L

1




CONCRETE TILT WALL PANELS TO OFFICE

ROLLER DOORROLLER DOOR

OPEN ROOF AREA ABOVE TANKS

F.L

PITCH HEIGHT

A B

PANEL HEIGHT

C.L



CONCRETE TILT WALL PANELS TO OFFICE

CANITLEVERED CANOPY ROOF COLORBOND GUTTER & CAPPINGS


F.L

PITCH HEIGHT

AB

PANEL HEIGHT

3000

4000

7000

OF

FIC

E O

VE

RA

LL H

EIG

HT

4240

8970

FACTORY OVERALL HEIGHT

C.L

2700

COLORBOND WALL SHEETING


CONCRETE TILT WALL PANELS 100,000 LITRE RAIN WATER TANK

CANITLEVERED CANOPY ROOF

COPYRIGHT RESERVED.

NO PORTION OF THESE

DRAWINGS MAY BE

REPRODUCED


THE WRITTEN CONSENT


SHEET SIZE "A1"

Date:

Job No:


www.rpdesign.com.au



Sheet:



7111

23-2-2021



A06

DA

1 : 200

NORTH ELEVATION

1 : 200

SOUTH ELEVATION - BROOCKMANS ROAD

1 : 100

WEST ELEVATION

1 : 100

EAST ELEVATION - HAMILTON STREET

Plotted Date

Date

Client

Drawing Reference

Project

Drawn

Scale

Title

RevisionDrawing Number

REVISION DESCRIPTIONREV DATE CHANGE NOTE

HYDRAULIC SERVICES

COVER PAGE

LEGEND & GENERAL NOTES

B.P.R.

N.T.S. @ A1

15-09-2020

7795-H000 BP

7795 - HYD LAYOUT


87-123 HAMILTON STREET, FINLEY NSW. 2713

17-12-2020

North

NOT FOR CONSTRUCTION

BUILDING PERMIT

ADADRABuilding Services GroupABN: 98 951 924 766

MECHANICAL ELECTRICAL HYDRAULIC FIRE OTHER

Albury558 Hume Street, Albury NSW 2640Ph: 02 60214580 Fax: 02 60235489

DarwinSuite 4, 60 Winnellie Road, Winnellie NT 0821Ph: 08 89844246 Fax: 08 89843847B U I L D I N G S E R V I C E S C O N S U L T I N G E N G I N E E R I N G G R O U P

FACILITY TYPE: - MILK "UHT" PROCESSING FACILITY

FACILITY CLASSIFICATION - CONCURRENCE CLASSIFICATION C

SURGE CONTROL VOLUME: - 50.00 kL

ESTIMATED DAILY DISCHARGE RATE: - 32.00 kL

MAXIMUM DISCHARGE RATE (L/sec) - TO BE CONFIRMED BY BERIGAN SHIRE COUNCIL

MINIMUM DISCHARGE QUALITY REQUIREMENTS:

- pH = BETWEEN 7 & 9

- TEMP (^C) = 38^C MAXIMUM

- BOD5 = 300 mg/L MAXIMUM

- SUSPENDED SOLIDS = 300 mg/L MAXIMUM

- CHEMICAL OXY DEMAND = 3x BOD5 MAXIMUM

- TOTAL DISSOLVED SOLID = 4,000 mg/L MAXIMUM

- TOTAL OIL & GREASE = 100 mg/L MAXIMUM

- AMMONIA (AS N) = 50 mg/L MAXIMUM

- KJELDAHL NITROGEN (TKN) = 100 mg/L MAXIMUM

- PHOSPHORUS (P) = 20 mg/L MAXIMUM

- SULPHATE (SO4) = 500 mg/L MAXIMUM

-

-

-

-

-

-

DRAWING NO. TITLE

7795-H000 COVER PAGE - LEGEND & GENERAL NOTES

7795-H010 SITE SERVICES - PART SITE PLAN

7795-H100

SANITARY & TRADE WASTE DRAINAGE - PART FLOOR PLAN (WEST)

7795-H101


AIR CONDITIONER TUNDISH.A.C.T.D.

TRADE WASTE VENT.

T.W.V.

SEWER VENT PIPE.

S.V.P.

TRADE WASTE.

T.W.

SINK.S.

EXISTING.EX.

BUCKET TRAP FLOOR WASTE.B.T.F.W.

FLOOR WASTE.F.W.

BASIN.B

DRAINAGE, WASTE, VENT.D.W.V.

CLEANERS SINK.C.S.

CLEAR OUT POINT.C.O.P.

DISHWASHER.D.W.

KITCHEN SINK.K.S.

SHOWER.SHR.

EDUCT VENT.E.V.

WATER CLOSET.

W.C.

JUMP UP.J.U.

COMPLETE WITH.C/W

INVERT LEVEL.I.L.

INSPECTION OPENING.I.O.

TRADE WASTE RETICULATION (H.D.P.E.)

H.W.

65

SERVICE RISER/DROPPER

SERVICE & PIPE SIZE

PIPE RISER/DROPPER

PIPE PENETRATING SLAB

PIPE RISER TO TUNDISH

CHECK VALVE

ISOLATING VALVE

SEWER/SANITARY RETICULATION

PUMP

CAPPED END

SERVICE CONNECTION

-

-

-

-

-

-

-

-

-

-

N/A N/A

N/A N/A

N/A N/A

N/A

63

50

40

32

25

20

16

80

100

150

65

50

40

32

25

20

18

15

N/A

11080

125100

200150

7565

18

20

22

28

40

50

6363

50

40

32

25

20

16

X.L.P.E.P.B.P.E.C.U.

50

40

32

25

20

18

15

D.N.

EQUIVALENT PIPE SIZES

REFERENCE TABLE 1.1 IN AS 3500 PART 1.2 WATER SUPPLY

DRAWING SCHEDULE:

NOTES:

THE HYDRAULIC DESIGN DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE

ARCHITECTURAL DESIGN DRAWINGS AND GENERAL REQUIREMENTS IN THE ARCHITECTURAL

SCHEDULE. THE HYDRAULIC SERVICE COMPONENTS NOMINATED HEREIN SHALL BE INSTALLED IN

ACCORDANCE WITH SPECIFICATION AND ALL RELEVANT AUTHORITIES HAVING JURISDICTION

OVER THE SITE. THE HYDRAULIC CONTRACTOR SHALL COMPLY WITH THE BUILDING CODES OF

AUSTRALIA "BCA", AUSTRALIAN STANDARDS/GUIDE LINES IN PARTICULAR AS-3500, AS-5601,

AS-2419, AS-2441 AND ALL OTHER RELEVANT GUIDELINES ASSOCIATED WITH THE WORKS

WITHIN THIS CONTRACT.

THE DESIGN DRAWINGS ARE DIAGRAMMATIC ONLY AND DO NOT SHOW ALL ARCHITECTURAL

AND STRUCTURAL DETAILS. ALL LEVELS AND GRADIENTS SHALL BE CONFIRMED ON-SITE

PRIOR TO COMMENCEMENT OF WORKS.

THE DESIGN DRAWINGS PROVIDE APPROXIMATE LOCATIONS AND MIX OF SANITARY FIXTURES

AND ADDITIONAL ITEMS REQUIRING CONNECTION TO HYDRAULIC SERVICES. ALLOWANCE SHALL

BE MADE FOR ALL DIVERSIONS AND MINOR ADJUSTMENTS OF PIPE WORK AND EQUIPMENT

THAT MAY BE NECESSARY TO COMPLETE THE WORKS. THE HYDRAULICS CONTRACTOR SHALL

LIAISE WITH ALL ASSOCIATED CONTRACTORS TO ENSURE THAT ANY POTENTIAL CLASHES OF

EQUIPMENT OR SERVICE IS SUITABLY AVOIDED.

ALL OF THE WORK SHALL BE CARRIED OUT BY, OR UNDER THE FULL SUPERVISION OF, A

FULLY LICENSED PLUMBER IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.

REVIEWED AND APPROVED BY THE PROJECT MANAGER AND ALL RELEVANT AUTHORITIES

HAVING JURISDICTION OVER THE SITE.

THE HYDRAULICS CONTRACTOR SHALL CARRY OUT NECESSARY LIAISON AND CO-ORDINATION

WITH ALL RELEVANT AUTHORITIES AND THE PROJECT MANAGER TO ENSURE SATISFACTION

OF THEIR REQUIREMENTS. IF ANY UNCERTAINTY EXISTS AS TO A SECTION OF THE DESIGN

BEING ABLE TO COMPLY WITH THE APPROPRIATE STANDARD, THE PROJECT MANAGER SHALL

BE NOTIFIED AND WRITTEN APPROVAL OBTAINED PRIOR TO THE COMMENCEMENT OF ANY

WORK. NO CLAIMS FOR REDUNDANT WORKS SHALL BE CONSIDERED IF THE CONTRACTOR

FAILS TO NOTIFY THE PROJECT MANAGER AND OBTAIN WRITTEN APPROVAL PRIOR THE

COMMENCEMENT OF SUCH WORKS.

ALL PIPE DIMENSIONS SHOWN ON DESIGNS REPRESENT A NOMINAL BORE REQUIREMENT AS

FOR COPPER TUBE (UNLESS OTHERWISE STATED). ALTERNATIVE PIPING MATERIALS WITH A

GREATER WALL THICKNESS MUST BE SIZED TO MAINTAIN THE INTENDED NOMINAL BORE

REQUIREMENT, REFER EQUIVALENT PIPE SIZE TABLE.

THE CONTRACTOR SHALL ALLOW FOR ALL NECESSARY SAFETY SYSTEMS FOR THE

PROPOSED WORKS WITHIN THIS CONTRACT TO COMPLY WITH THE OCCUPATIONAL HEALTH

AND SAFETY ACT, INCLUDING BUT NOT LIMITED TO VEHICULAR AND PEDESTRIAN TRAFFIC

MANAGEMENT, SAFE HANDLING OF MATERIALS, HOT WORKS, CONFINED SPACES, EXCAVATION

AT DEPTH, WORKING AT HEIGHTS.

THE CONTRACTOR SHALL PROVIDE TESTING, COMMISSIONING AND MAINTENANCE OF THE ENTIRE

INSTALLATION, INCLUDING ALL SPECIFIED AND REQUIRED PROCEDURES DURING THE

CONSTRUCTION PERIOD AND FOR THE DURATION OF THE MAINTENANCE PERIOD. THE

CONTRACTOR SHALL SERVICE THE SYSTEM AT THEIR OWN EXPENSE DURING THE DEFECTS

LIABILITY PERIOD AND CONSTRUCTION PERIOD.

INTERNAL EXPOSED PIPING ADJACENT TO PLUMBING FIXTURES, INCLUDING TRAPS AND FITTINGS

SHALL BE CHROMIUM PLATED FINISHED AND WHERE PASSING THROUGH A FINISHED WALL,

FLOOR OR CEILING, SHALL BE FITTED WITH APPROVED CHROME PLATES, UNLESS DIRECTED

OTHERWISE BY THE SITE SUPERINTENDENT.

SET-OUTS WITHIN DISABLED/ACCESSIBLE BATHROOMS SHALL COMPLY WITH AS 1428.1:2009

HYDRAULIC SERVICES


NOT TO SCALE

LOCALITY PLAN

TRADE WASTE DESIGN PARAMETERS:

DAIRY GROUPAUSTRALIA PTY. LTD.

BROOCKMANNS ROAD McNAMARA STREET

HAM

ILTO

N ST

REET

SCOULLAR STREET

AREA OFWORKS

SANITARY & TRADE WASTE DRAINAGE - PART FLOOR PLAN (EAST)

SEWER RISING MAIN.

BP 17-12-2020BUILDING PERMIT ISSUE B.P.R.

ABBREVIATIONS.

LEGEND.

PROCESS WASTE

WATER

COLLECTION / SURGE

TANK

WASTE WATER

TREATMENT SYSTEM

ON-SITE PUMPWELL

AUTHORITY SEWERAGE

SYSTEM

APPROX. 32.0 kL / DAY 50.0 kL STORAGE TANK BY OTHERS

MAXIMUM PUMP DUTY TO BE

CONFIRMED BY BERIGAN SHIRE COUNCIL

WASTE WATER FLOW CHART

BROOKMANNS ROAD

PROPOSED FACTORY

STAFF

CARPARK

PROPOSED

OFFICE

SITE BOUNDARY 322m

E

x

.

A

U

T

H

O

R

I

T

Y

P

O

T

A

B

L

E

W

A

T

E

R

M

A

I

N

1200x1200 PIT FOR SEWER & TRADE WASTE

RISING MAIN ISOLATION & CHECK VALVES.

S

I

T

E

P

.

C

.

W

.

S

U

P

P

L

Y

(

T

.

B

.

C

.

)

SEWER R.M. (T.B.C.)

SEWER R.M. (T.B.C.)

SEWER R.M. (T.B.C.)

INSTALL NEW TAPPING TO THE EXISTING AUTHORITY

POTABLE WATER MAIN.

APPROVED BERRIGAIN SHIRE COUNCIL CONTRACTOR

REQUIRE FOR ALL WATER MAIN WORKS.

CONTRACTOR SHALL ALLOW TO PAY ALL FEE'S AND

ASSOCIATED COSTS TO FACILITATE TAPPING AND

SUPPLY TO SITE.

50,000L TRADE WASTE COLLECTION TANK INSTALLED BELOW GROUND C/W

HEAVY DUTY CLASS "D" GATIC TYPE LID & CONCRETE SURROUND.

DIMENSIONS: í2.47m x 11.00m LONG. (T.B.C.)

SEWERAGE PUMP WELL INSTALLED BELOW GROUND C/W HEAVY

DUTY CLASS "D" GATIC TYPE LID & CONCRETE SURROUND.

DIMENSIONS: (T.B.C.)

2x SUBMERSIBLE MACERATOR PUMPS (DUTY/ASSIST)

PUMP DUTY: (T.B.C.)

SEWER RISING MAIN DISCHARGING TO COUNCIL

AUTHORITY GRAVITY SEWER MAIN.

EXACT LOCATION TO BE COINFIRMED.

SITE TRADE WASTE TREATMENT SYSTEM BY OTHERS.

TREATMENT SYSTEM SHALL PROVIDE THE MINIMUM

WATEWATER QUALITY REQUIREMENTS ARE PER

BERIGAN SHIRE COUNCIL REQUIREMENTS.

TREATMENT SYSTEM SHALL INCLUDE PUMP WELL C/W

DUAL SUBMERSIBLE PUMPS (DUTY/ASSIST).

PUMP DUTY SHALL BE IN ACCORDANCE WITH BERIGAN

SHIRE COUNCIL MAXIMUM SEWERAGE DISCHARGE RATE.

T.B.C.

Plotted Date

Date

Client

Drawing Reference

Project

Drawn

Scale

Title



HYDRAULIC SERVICES

SITE SERVICES

PART SITE PLAN

B.P.R.

1:500 @ A1

15-09-2020

7795-H010 BP

7795 - HYD LAYOUT



17-12-2020

North


BUILDING PERMIT





SCALE 1:500 @ A1

SITE SERVICES - PART SITE PLAN


SERVICES ON THIS DRAWING ARE

SHOWN BELOW THE SLAB & WITHIN THE

GROUND UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL PROVIDE FOOTPATH

REINSTATEMENT TO BERRIGAN SHIRE COUNCIL

REQUIREMENTS AND APPROVAL AND PAY ALL

FEES AND COSTS FOR FOOTPATH OPENING AND

REINSTATEMENT. POTHOLE LOCATE ALL SERVICES

WITH HIGH PRESSURE WATER VACUUM

EXCAVATION BEFORE COMMENCEMENT OF WORKS.

NO MECHANICAL EXCAVATION SHALL BE ALLOWED

OVER OR AROUND COMMUNICATION, GAS AND

ELECTRICAL SERVICES. HIGH PRESSURE WATER

VACUUM EXCAVATION ONLY.

USE DIAL BEFORE YOU DIG

INFORMATION. LOCATE ALL SERVICES

BY HAND PRIOR TO EXCAVATION AS

LOCATIONS ARE APPROXIMATE ONLY.

NOTIFY RELEVANT UTILITY/SERVICE

AUTHORITIES AS NECESSARY OF ANY

WORKS TO BE CONDUCTED.

H100

H100

H100

H101


PROPOSED FACTORY

PROPOSED

OFFICE

CANOPY ROOF OVER

O

P

E

N

R

O

O

F

A

R

E

A

LANDSCAPING

GRASS

A

B

8765432

FINISHED PRODUCT WAREHOUSE

WORKSHOP

U H T PROCESSING

PACKAGING

30,000L

C I P PROCESSING

DIS. W/C

CONTROL

ROOM

RO

LLER

D

OO

RR

OLLER D

OO

R

ROLLER DOOR

ROLLER DOOR

ROLLER DOOR

ROLLER DOOR

435 PALLETS IF STACKED 7 HIGH

OFFICE 1

BOARD ROOM

OPEN OFFICE

RECEPTION

AIR-LOCK

FOYER

VERANDAH

STAFF ROOM

SHR

DIS. W/C

W/CW/C

VBVB

STORE

12.1 x 6.0

ROLLER DOOR

ROLLER DOOR

STANDARD PROCESSING

LAB

ROLLER DOOR ROLLER DOOR ROLLER DOOR

MATERIAL

1.8m WIDE

1.8m WIDE

1.8m WIDE

ROLLER DOOR

PATH TO

STAFF

CARPARK


CANOPY OVER

HOT MIX DRIVEWAY

S

U

S

P

E

N

D

E

D

I

N

S

U

L

A

T

E

D

C

E

I

L

I

N

G

O

V

E

R

,

5

0

0

0

m

m

A

B

O

V

E

F

.

L

1

75,000L

75,000L

PATH TO STAFF

CARPARK

K.S.

C.O.P.

B.

C.O.P.

W.C.

B.

C.O.P.

W.C.

C.O.P.

W.C.

B.

O.R.G.

C.O.P.

W.C.

B.

B.

SHR.

B.T.F.W.

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200

A.C.T.D.

A.C.T.D.

í100 SEWER @ 1.65%

S.V.P.

65

í100 SEWER @ 1.65%

I.O.

T.F.G.L.

I.O.

T.F.G.L.

I.O.

I.O.

T.F.G.L.

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

í110 T.W. @ 1.65%í110 T.W. @ 1.65%

í160 T.W. @ 1.65%

í160 OUTLET

í160 OUTLET

í160 OUTLET

í110 OUTLET

í110 OUTLET

í110 OUTLET

í160 T.W. @ 1.65%

í110

OUTLET

í110

OUTLET

í110

OUTLET

í110

OUTLET

í110

OUTLET

í40 IN-WALL A.C.T.D. C/W WATERLESS

TRAP @ 350 A.F.F.L.

(TYPICAL)

400mm (INTERNAL WIDTH) TRENCH DRAIN WITH 450mm WIDE CLASS D

HEAVY DUTY TRAFFICABLE STRIP GRATE DISCHARGING TO TRADE WASTE

VIA í110 OUTLETS. PROVIDE TRASH SCREENS TO EITHER SIDE OF OUTLETS.







T.W.V.

100

Plotted Date

Date

Client

Drawing Reference

Project

Drawn

Scale

Title



HYDRAULIC SERVICES

SEWER & TRADE WASTE DRAINAGE

PART FLOOR PLAN (WEST)

B.P.R.

1:100 @ A1

15-09-2020

7795-H100 BP

7795 - HYD LAYOUT



17-12-2020

North


BUILDING PERMIT





SCALE 1:100 @ A1

SANITARY & TRADE WASTE DRAINAGE - PART FLOOR PLAN (WEST)

P1 16-09-2020PRELIMINARY ISSUE B.P.R.





H101

H101

H101

P2 17-12-2020PRELIMINARY ISSUE B.P.R.

PROPOSED FACTORY

PROPOSED

OFFICE

O

P

E

N

R

O

O

F

A

R

E

A

DRIVE-

THROUGH BAY

100,000 LITRE RAIN

WATER TANK

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

HOT MIX DRIVEWAY

GRASS

876

30,000L

C I P PROCESSING

DIS. W/C

CONTROL

ROOM

ROLLER DOOR

ROLLER DOOR

ROLLER DOOR

OFFICE 1

BOARD ROOM

OPEN OFFICE

RECEPTION

AIR-LOCK

FOYER

VERANDAH

STAFF ROOM

SHR

DIS. W/C

W/CW/C

VBVB

STORE

12.1 x 6.0

ROLLER DOOR

ROLLER DOOR

STANDARD PROCESSING

LAB

ROLLER DOOR

1.8m WIDE

1.8m WIDE

PATH TO

STAFF

CARPARK


CANOPY OVER

9 10 11 12 13

UTILITY FACILITY

O

P

E

N

R

O

O

F

A

R

E

A

OUTLINE OF ROOF

RO

LLER

D

OO

RR

OLLER

D

OO

R

75,000L

12.5 x 19.7

75,000L

75,000L

75,000L

RECEPTION AREA

ROOF RIDGE LINE ABOVE

DRIVE THROUGH BAY

HOT MIX DRIVEWAY

HOT MIX DRIVEWAY

PATH TO STAFF

CARPARK

100,000 LITRE RAIN

WATER TANK

K.S.

C.O.P.

B.

C.O.P.

W.C.

B.

C.O.P.

W.C.

C.O.P.

W.C.

B.

O.R.G.

C.O.P.

W.C.

B.

B.

SHR.

B.T.F.W.

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

F

A

L

L

1

:

2

0

0

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200

FALL 1:200FALL 1:200

FALL 1:200

FALL 1:200

A.C.T.D.

A.C.T.D.

í100 SEWER @ 1.65%

S.V.P.

65

í100 SEWER @ 1.65%

S.V.P.

50

I.O.

T.F.G.L.

I.O.

T.F.G.L.

I.O.

I.O.

T.F.G.L.

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

í110 T.W. @ 1.65%

í160 T.W. @ 1.65%

í160 OUTLET

í160 OUTLET

í160 OUTLET

í110 OUTLET

í110 OUTLET

í110 OUTLET

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

í110

OUTLET

í160 T.W. @ 1.65%

í160 T.W. @ 1.65%

SEWER R.M. (T.B.C.)

SEWER R.M. (T.B.C.)

SEWER R.M. (T.B.C.)

SEWER R.M. (T.B.C.)

50,000L TRADE WASTE COLLECTION TANK INSTALLED BELOW

GROUND C/W HEAVY DUTY CLASS "D" GATIC TYPE LID &

CONCRETE SURROUND.

DIMENSIONS: í2.47m x 11.00m LONG. (T.B.C.)

SITE TRADE WASTE TREATMENT SYSTEM BY OTHERS.

TREATMENT SYSTEM SHALL PROVIDE THE MINIMUM

WATEWATER QUALITY REQUIREMENTS ARE PER BERIGAN

SHIRE COUNCIL REQUIREMENTS.

SEWERAGE PUMP WELL INSTALLED BELOW GROUND C/W HEAVY

DUTY CLASS "D" GATIC TYPE LID & CONCRETE SURROUND.

DIMENSIONS: (T.B.C.)

2x SUBMERSIBLE MACERATOR PUMPS (DUTY/ASSIST)

PUMP DUTY: (T.B.C.)

200mm WIDE STORM WATER STRIP GRATE FOR

DRIVEWAY RUN-OFF.

MINIMUM TRENCH DEPTH 200mm.

MINIMUM FALL WITHIN TRENCH 1:200 TOWARDS

OUTLETS.

200mm WIDE STORM WATER STRIP GRATE FOR

DRIVEWAY RUN-OFF.

MINIMUM TRENCH DEPTH 200mm.

MINIMUM FALL WITHIN TRENCH 1:200 TOWARDS

OUTLETS.

600x600x900 (D) TRADE WASTE PIT C/W HEAVY

DUTY CLASS "D" GRATED LIDS.

í160 H.D.P.E. OUTLET PIPE.

(TYPICAL)

600x600

T.W. PIT

600x600

T.W. PIT

600x600

T.W. PIT

700x700 "FOX ENVIRO" FLOOR DRAINAGE PIT C/W DEMAND

DRIVEN DIVERSION VALVE DISCHARGING TO TRADE WASTE.

í100 PIT OVERFLOW DISCHARGING TO CIVIL STORM WATER

DRAINAGE.

MODEL: "FOX ENVIRO" DD600 (TYPICAL)

T.W.V.

100

2x SUBMERSIBLE PUMPS (DUTY/ASSIST) INSTALLED IN BASE OF

COLLECTION TANK DISCHARGING TO THE SITE TRADE WASTE

TREATMENT SYSTEM.

(TREATMENT SYSTEM BY OTHERS)

TREATMENT SYSTEM SHALL INCLUDE PUMP WELL C/W

DUAL SUBMERSIBLE PUMPS (DUTY/ASSIST).

PUMP DUTY SHALL BE IN ACCORDANCE WITH BERIGAN

SHIRE COUNCIL MAXIMUM SEWERAGE DISCHARGE RATE.

T.B.C.

Plotted Date

Date

Client

Drawing Reference

Project

Drawn

Scale

Title



HYDRAULIC SERVICES

SEWER & TRADE WASTE DRAINAGE

PART FLOOR PLAN (EAST)

B.P.R.

1:100 @ A1

15-09-2020

7795-H101 BP

7795 - HYD LAYOUT



17-12-2020

North


BUILDING PERMIT





SCALE 1:100 @ A1

SANITARY & TRADE WASTE DRAINAGE - PART FLOOR PLAN (EAST)





H100

H010

H010


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