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0.30Ø CONC PIPE
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OP
EN
D
RA
IN
WA
TE
R S
UP
PLY
&
D
RA
IN
AG
E E
AS
EM
EN
T (20.12 W
ID
E)
179°01'15"
800.98
DISUSED
AREA
SILAGE
LOADING
RAMP
CO
VE
R O
VE
R C
ON
C.
RAMP UP
S
S
CONCRETE
PEN
HOLDING
CO
NC
.
DAIRY
BRICK
FEED
TANK
LOADING
RAMP
STEEL
SHEDS
STEEL
SHED
SHED
TIMBER
CONCRETE
POND
SULLAGE
CO
NC
RE
TE
F
EE
D T
RO
UG
H
POND
SULLAGE
POND
SULLAGE
POND
SULLAGE
G
R
A
V
E
L
T
R
A
C
K
GR
AV
EL T
RA
CK
W/T
W/TR
W/TR
W/TR
W/TR
W/TR
W/TR
DAM
DAM
SWAMP
WEATHERBOARD
RESIDENCE
OUT HOUSE
FIBRO
C/PORT
TIMBER
W/T
STEEL
SHED
STEEL
SHED
STEEL
SHED
WEATHERBOARD/BRICK
RESIDENCE
W/T
W/TR
W/TR
STEEL
SHEDS
GR
AV
EL D
RIV
EW
AY
GROUND WATER
MONITOR WELL
RL 107.09
NAIL IN BITUMEN
BENCH MARK
EB
EB
EB
(G
RA
VE
L)
MU
LC
AH
Y R
OA
D
(BITUMEN)
BOWSER
PETROL
LANCASTER-MOOROOPNA ROAD
88°54'30"
1 SLAUGHTER FLOOR
3 CHILLERS
4 LOADOUT
9 S
TO
CK
U
NL
OA
DIN
G
11
S
HE
EP
P
EN
S (C
OV
ER
ED
)
13
W
OR
KS
HO
P
17
C
HL
OR
IN
AT
IO
N T
AN
KS
19 CAR PARKING
23 GATEHOUSE WEIGHBRIDGE
7 ENGINE ROOM
REFRIGERATION PLANT
20
M
AN
UR
E S
HE
D
33590
30545
3223
415
050
1284
3
9335
415
046
14
B
OIL
ER
S
TRANSFORMERS
20
S
KIN
S
HE
D
18 6 WAY CUT
24 FUTURE BONING ROOM
WB-
20
WB-20
26 ADMINISTRATION / AMENITIES
CANTEEN
BOARD ROOM
OFFICE 1OFFICE
MANAGEMENT2
OFFICEFOYER
COR.
(100 SEATS)(20 STAFF)282 SQ.M
123 SQ.M
OUTDOORDECKING AREA 27 SQ.M
49.8 SQ.M
COR.
CANOPY OVER
25 FUTURE OFFICE
HROFFICE
FILESTORAGE
I.T.
STAFF/KITCHNETTE
PRINTING
RECEPTION
CHANGINGROOM
(FEMALE)
CHEMICALSTO
MALE
RESTROOM
(FEMALE)
RESTROOM(MALE)
UTILITIES FOOT/ HAND CLEANING
FIRST AID
STO
COURTYARD
181 SPACES
SUSPECT PEN
2. This Drawing shall be read in conjunction with
any structural engineering computations or
structural drawings.
3. Drawings shall not be scaled. Dimensions given
must be used which must be checked on site prior to
4. Design Assist Partners shall not be held responsible
or accept any liability for any error or discrepancy
which may occur on the plans after acceptance by
and delivery to the client.
5. All timber framing if any shall comply with "A.S. 1684.2
2006 National Timber Framing Code".
6. All glazing if any shall comply with the requirements of
"A.S. 1288-Glass Installation Code"- latest edition.
Glazing within 500mm of the floor to be 5mm thick
Grade 'A' safety glass as per "A.S. 1288-1994"
7. All brickwork if any shall comply with "A.S. 3700 -
code - latest edition.
8. All concrete if any shall comply with "A.S. 3700 SAA
Concrete Structures Code" - latest edition and shall be
minimum 20 Mpa unless otherwise specified.
9. All Ventilation shall conform to the requirements of
B.C.A. Section F.
11. Smoke detectors to be installed in accordance with
"A.S. 3786" as noted
12. Provide insulation to walls and ceilings as per
B.C.A. and First Rate Energy Report (if applicable).
13. Design Assist Partners shall not be held responsible
or accept any liability for any orders/purchases of any
materials. The builder is to conduct a full site & works
check measure of the subject site prior to starting the job.
SD
(SPECS TO BE REVIEWED TO A.S. STANDARDS)
1. The owner, builder & trades people must verify
all dimensions and levels as indicated on drawings
heights & specifications must be verified prior to
commencing any works or ordering any materials
and such parties shall be responsible for ensuring
all building works conform to the Building Code of
Australia, A.S. Codes (current editions), local by-laws
and building regulations.
AT SITE prior to any construction work.
And all other information, details, sizes, set backs,
Masonary".
COPYRIGHT 2018
10. Water proofing to wet areas to comply with "AS 3740".
commencement of works. If in doubt, ask!
KWONARCHITECTS PTY. LTD.EMAIL: [email protected] 454 065
630 LANCASTER- MOOROOPNA ROAD
E I GROUP PORTABLE BUILDINGS PTY LTD
GILLIESTON VIC 3616
SITE PLAN
NEW FENCE
NEW FENCE
NEW FENCE
NEW
FEN
CE
NEW
FEN
CE
NEW
FEN
CE
RAW WATER/WINTER
STORAGE POND
STORM WATERRETENTION
POND
WATERSTORAGE
AERATIONPOND
SETTLINGPOND
SEWAGETREATMENT
PLANT
WASTE WATERTREATMENT
PLANT
MATURATIONPOND
CONTAMINATEDSTORAGE POND
EXISTINGSTORM WATER
POND
BOILER HOUSE
1 SLAUGHTER FLOOR 3 CHILLERS
4 LOADOUT
19 CAR PARKING
7 ENGINE ROOMREFRIGERATION PLANT
TRANSFORMERS
18 6 WAY CUT
24 FUTURE BONING ROOM
26 ADMINISTRATION / AMENITIES
CANTEEN
BOARD ROOM
OFFICE 1
OFFICEMANAGEMENT
2
OFFICE
FOYER
COR.
(100 SEATS) (20 STAFF)282 SQ.M
123 SQ.M
OUTDOORDECKING AREA 27 SQ.M
49.8 SQ.M
COR.
CANOPY OVER
25 FUTURE OFFICEHR
OFFICE
FILESTORAGE
I.T.
STAFF/KITCHNETTE
PRINTING
RECEPTION
CHANGINGROOM
(FEMALE) CHEMICALSTO
MALE
RESTROOM
(FEMALE)
RESTROOM(MALE)
UTILITIESFOOT/ HAND CLEANING
FIRST AID
STO
COURTYARD
2. This Drawing shall be read in conjunction with
any structural engineering computations or
structural drawings.
3. Drawings shall not be scaled. Dimensions given
must be used which must be checked on site prior to
4. Design Assist Partners shall not be held responsible
or accept any liability for any error or discrepancy
which may occur on the plans after acceptance by
and delivery to the client.
5. All timber framing if any shall comply with "A.S. 1684.2
2006 National Timber Framing Code".
6. All glazing if any shall comply with the requirements of
"A.S. 1288-Glass Installation Code"- latest edition.
Glazing within 500mm of the floor to be 5mm thick
Grade 'A' safety glass as per "A.S. 1288-1994"
7. All brickwork if any shall comply with "A.S. 3700 -
code - latest edition.
8. All concrete if any shall comply with "A.S. 3700 SAA
Concrete Structures Code" - latest edition and shall be
minimum 20 Mpa unless otherwise specified.
9. All Ventilation shall conform to the requirements of
B.C.A. Section F.
11. Smoke detectors to be installed in accordance with
"A.S. 3786" as noted
12. Provide insulation to walls and ceilings as per
B.C.A. and First Rate Energy Report (if applicable).
13. Design Assist Partners shall not be held responsible
or accept any liability for any orders/purchases of any
materials. The builder is to conduct a full site & works
check measure of the subject site prior to starting the job.
SD
(SPECS TO BE REVIEWED TO A.S. STANDARDS)
1. The owner, builder & trades people must verify
all dimensions and levels as indicated on drawings
heights & specifications must be verified prior to
commencing any works or ordering any materials
and such parties shall be responsible for ensuring
all building works conform to the Building Code of
Australia, A.S. Codes (current editions), local by-laws
and building regulations.
AT SITE prior to any construction work.
And all other information, details, sizes, set backs,
Masonary".
COPYRIGHT 2018
10. Water proofing to wet areas to comply with "AS 3740".
commencement of works. If in doubt, ask!
KWONARCHITECTS PTY. LTD.EMAIL: [email protected] 454 065
630 LANCASTER- MOOROOPNA ROAD
E I GROUP PORTABLE BUILDINGS PTY LTD
GILLIESTON VIC 3616
PROPOSED FLOOR PLAN
1928
5
3000
1101
5
1000
090
0023
015
4900
6400
4900
4900
6400
4900
2600
FENCEFENCE
FENCE
12825 13275
720006000
20025 19800 17185
4930
2189
094
80
44510101495
5750
1160
021
885
4000
4000
4000
4000
7600
12160
13550
1200
0
181 CARS
SHAREDAREA
PART 1
PROPOSED FLOOR PLAN- PART ASCALE = 1 : 200
2. This Drawing shall be read in conjunction with
any structural engineering computations or
structural drawings.
3. Drawings shall not be scaled. Dimensions given
must be used which must be checked on site prior to
4. Design Assist Partners shall not be held responsible
or accept any liability for any error or discrepancy
which may occur on the plans after acceptance by
and delivery to the client.
5. All timber framing if any shall comply with "A.S. 1684.2
2006 National Timber Framing Code".
6. All glazing if any shall comply with the requirements of
"A.S. 1288-Glass Installation Code"- latest edition.
Glazing within 500mm of the floor to be 5mm thick
Grade 'A' safety glass as per "A.S. 1288-1994"
7. All brickwork if any shall comply with "A.S. 3700 -
code - latest edition.
8. All concrete if any shall comply with "A.S. 3700 SAA
Concrete Structures Code" - latest edition and shall be
minimum 20 Mpa unless otherwise specified.
9. All Ventilation shall conform to the requirements of
B.C.A. Section F.
11. Smoke detectors to be installed in accordance with
"A.S. 3786" as noted
12. Provide insulation to walls and ceilings as per
B.C.A. and First Rate Energy Report (if applicable).
13. Design Assist Partners shall not be held responsible
or accept any liability for any orders/purchases of any
materials. The builder is to conduct a full site & works
check measure of the subject site prior to starting the job.
SD
(SPECS TO BE REVIEWED TO A.S. STANDARDS)
1. The owner, builder & trades people must verify
all dimensions and levels as indicated on drawings
heights & specifications must be verified prior to
commencing any works or ordering any materials
and such parties shall be responsible for ensuring
all building works conform to the Building Code of
Australia, A.S. Codes (current editions), local by-laws
and building regulations.
AT SITE prior to any construction work.
And all other information, details, sizes, set backs,
Masonary".
COPYRIGHT 2018
10. Water proofing to wet areas to comply with "AS 3740".
commencement of works. If in doubt, ask!
KWONARCHITECTS PTY. LTD.EMAIL: [email protected] 454 065
630 LANCASTER- MOOROOPNA ROAD
E I GROUP PORTABLE BUILDINGS PTY LTD
GILLIESTON VIC 3616
PROPOSED FLOOR PLAN
9 STOCK UNLOADING
11 SHEEP PENS (COVERED)
13 WORKSHOP
20 MANURE SHED
33590
30545
3223
515
050
1284
5
1504
5
SUSPECT PEN
20 SKIN SHED
31500
5382
5
30000
139508900
2150
5
PART 2
PROPOSED FLOOR PLAN- PART ASCALE = 1 : 200
Out-Task Environmental Pty Ltd
[email protected] | 0407 349 172| ABN 19 613 982 308 www.ot-environmental.com.au
