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Reference Document MCU23-0145 - Vehicle Access and Car Parking Requirement
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No.54 No.54
CONCRETE WAREHOUSES CONCRETE WAREHOUSES
METAL ROOF METAL ROOF
73.202m (31°53'35") 73.202m (31°53'35")
WS WS WS WS WS WS WS WS WS WS WS WS
Warehouse 6 Warehouse 5 Warehouse 4 Warehouse 3 Warehouse 2 Warehouse 1 Warehouse 6 Warehouse 5 Warehouse 4 Warehouse 3 Warehouse 2 Warehouse 1
GF : 140.69sqm GF : 96.66sqm GF : 96.66sqm GF : 96.66sqm GF : 96.66sqm GF : 104.98sqm GF : 140.69sqm GF : 96.66sqm GF : 96.66sqm GF : 96.66sqm GF : 96.66sqm GF : 104.98sqm
FFL: 12.50 FFL: 12.50
FFL: 12.40 FFL: 12.40 FFL: 12.30 FFL: 12.30 FFL: 12.20 FFL: 12.40 FFL: 12.40 FFL: 12.30 FFL: 12.30 FFL: 12.20
12.50 12.50
PROPOSED CONCRETE DRIVEWAY & 12.00 PROPOSED CONCRETE DRIVEWAY & 12.00
CAR PARKING CAR PARKING
2 x Bike 2 x Bike
Spaces Spaces
0")
0")
12.20 12.20 12.00
12.00 WS
°08'3
WS
°08'3
Micro e 6 Micro e 6 Warehouse 7
hou s waste Warehouse 7 hous waste
W re .90qm Ware
(106
a
(106
enclosure m q enclosure
9 GF : 84.87sqm 5 9.90 GF : 84.87sqm
GF :
5 GF :
DRA
0
DRA
0 12.5
12.5 FFL:
FFL: FFL: 12.20 FFL: 12.20
Grade 1 in 20
Grade 1 in 20
m
545m
INAG
INAG
5
SEW
SEW
5 4
49.
49.
WS
E SE
ER
WS
E SE
ER
EA
EA
Micro e 1 Micro e 1
SER
Micro e 5
SER
Micro e 5
WS
hous
WS
hous m
°0')
°0')
W re 2.57sqm
SE
hous
RVIC
Ware
SE
a
hous
RVIC
7sq Ware .54qm
Ware .54qm
VIC
2.5 5
VIC
GF :
5
Warehouse 8 GF : Warehouse 8
(284
2.50
(284
0 : 52
GF :
52
12.5 GF 1
ME
0 FFL:
ME
0 FFL: 12.5
E
12.5
E
GF : 106.48sqm
E
GF : 106.48sqm FFL:
E
FFL:
NT
m
NT
m
FFL: 12.30 FFL: 12.30
58.0 12.00
58.0
WS WS
12.00 WS WS
11.6 11.6
Micro se 4
5
Micro se 4
5 WS
Micro e 2
WS
Micro e 2 hou
hou hous m Ware hous m
Ware qm
52.5
4 Ware 0 sq .D CE 0
11.7 4qm
52.5 W re
a sq0 .D CE 0
11.7
GF :
1 2.50 GF :
54.0
50 EM 905 GE SERVI GF :
12. 50 GF :
54.0
.50 EM 905 GE SERVI
FFL: 12. FFL: FFL:
12 8
FFL: 28 AINA 11.80 2 AIN 11.80
A
RP2 DR )
RP2 DR
'45") T '45" T
°55 N °55 EN
(10 ME (10 M
WS
Micro e 3 73m SE WS
Micro e 3 73m SE
hou s 52.6 Y EA hous 52.6 WA
Y EA
CON
WA
CON
Ware .92qm IVE W re
a 2qm IVE
58 DR n 10 : 58.9 E DR n 10
GF : E i GF 0 RET 1 i
RET 1
CRE
0 12.5 C
CRE
12.5 C NC Grade FFL:
NC Grade
FFL: CO CO
T
TE
ED
D D
DRI
RIV
Proposed Warehouse and Trade Hub Development
VEW
EW
AY
58 Rene Street, Noosaville, QLD
AY
RATIO CONSULTANTS PTY LTD 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-SK04/SD 12 of 14 1:250@A3 16/02/2024
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