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Attachment D - Waste Management Report
No.54 No.54 No.54
CONCRETE WAREHOUSES CONCRETE WAREHOUSES CONCRETE WAREHOUSES
METAL ROOF METAL ROOF METAL ROOF
202m (31°53'35") 73.202m (31°53'35") 73.202m (31°53'35")
0")
0")
0")
°40'3
°40'3
°40'3
(140
(140
(140
2m
2m
2m
Warehouse 3 Warehouse 2 Warehouse 1 Warehouse 4 Warehouse 3 Warehouse 2 Warehouse 1 Warehouse 4 Warehouse 3 Warehouse 2 Warehouse 1
6.16
6.16
6.16
LED FLOOD LIGHT
GF : 96.66sqm GF : 96.66sqm GF : 104.98sqm GF : 96.66sqm GF : 96.66sqm GF : 96.66sqm GF : 104.98sqm GF : 96.66sqm GF : 96.66sqm GF : 96.66sqm GF : 104.98sqm
FFL: 12.30 FFL: 12.30 FFL: 12.20 FFL: 12.40 FFL: 12.30 FFL: 12.30 FFL: 12.20 FFL: 12.40 FFL: 12.30 FFL: 12.30 FFL: 12.20
0")
0")
0")
(129°25'3
(129°25'3
(129°25'3
A A A
STREET
STREET
STREET
14.716m
14.716m
14.716m
PROPOSED PROPOSED PROPOSED
CONCRETE PROPOSED CONCRETE PROPOSED CONCRETE PROPOSED
DRIVEWAY & 12.00 CONCRETE DRIVEWAY & 12.00 CONCRETE DRIVEWAY & 12.00 CONCRETE
CAR PARKING 11.60 CROSSOVER CAR PARKING 11.60 CROSSOVER CAR PARKING 11.60 CROSSOVER
RENE
RENE
RENE
B B B
12.20 12.20 12.20 12.20 12.20 12.20
30")
30")
30")
Warehouse 7 Warehouse 7 Warehouse 7
GF : 84.87sqm GF : 84.87sqm GF : 84.87sqm
14.716m (118°10'
14.716m (118°10'
14.716m (118°10'
Grade 1 in 20
Grade 1 in 20
Grade 1 in 20
FFL: 12.20 FFL: 12.20 FFL: 12.20
e1 Micro e 1
hous hous
6.282m
6.282m
6.282m
Ware .57sqm Ware .57sqm
52 52
Warehouse 8 GF : 0 Warehouse 8 GF : 0 Warehouse 8
12.5 12.5
GF : 106.48sqm FFL: GF : 106.48sqm FFL: GF : 106.48sqm
FFL: 12.30 11.70 FFL: 12.30 11.70 FFL: 12.30 11.70
Micro e 2 Micro e 2
hous m hous m
.D .D .D
11.65 11.65 11.65
E Ware sq .00 E Ware sq 0 E
EM 905 GE SERVIC GF :
54
1 2.50 EM 905 GE SERVIC GF :
54.0
12.5
0 EM 905 GE SERVIC
2 2 8 RAINA FFL: 2 2 8 RAINA FFL: 2 2 8 RAINA
RP D
RP D
RP D
5") T '45"
)
'45"
)
°55
'4
EN °55 NT °55 NT
(1 0 EM (10 ME (10 ME
3m S 7 3m SE 3m SE
EA 52.6 EA 5 2.67 EA
E E
RET RET
NC Y NC Y
CO EWA CO EWA
IV 0 IV 0
5") DR in 1 ") DR in 1 ")
5'4 de 1 5'45 de 1 5'45
0°5 G r a 0°5 G r a 0°5
(19 (19 (19
39m 3 9 m
6.13
9m
56.1 56.1 5
No.62 No.62 No.62
TWO STOREY TWO STOREY TWO STOREY
CONCRETE WAREHOUSE CONCRETE WAREHOUSE CONCRETE WAREHOUSE
METAL ROOF METAL ROOF METAL ROOF
Proposed Warehouse and Trade Hub Development
58 Rene Street, Noosaville, QLD
RATIO CONSULTANTS PTY LTD Waste Collection Swept Path Assessment
ABN 005 422 104
8 GWYNNE STREET
NOTE: DATE
CREMORNE, VICTORIA 3121
1) Base Plan Supplied by E.J. Grech & Associates
RATIO REFERENCE SHEET No. SCALE
TELEPHONE (03)9429 3111
FACSIMILE (03)9429 3011 2) Maximum Design Speed 10km/h 20755T-SK03/SD 16 of 16 1:400@A3 07/02/2024
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