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BR210522_SBSMP_Rev6
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CO
neighbouring property.
L
CO
LANDSCAPED AREA (29.34%) = 7,827.19m²
W
W
L
CO
Q100 Flows of 0.738m3/s
IMPERVIOUS AREA - OVERALL
L
L
L
CO
CO
CO
HARD STAND AREA = 13,177.89m²
W
ER
OV
AD
HE
LK
W
BU
ING
ROOF AREA = 9,487.17m²
IST
EX
L
CO
TOTAL AREA = 22,665.06m²
FALL
FALL
FALL
W
W
L
CO
L
CO
LANDSCAPED AREA (15.01%) = 4,004.94m²
L
L
L
CO
CO
CO
B B
E.O.D
W
W
B
FHR
B
OUTDOOR NURSERY IMPERVIOUS AREA - PROPOSED
HARD STAND AREA = 1,168.63m²
FALL
FALL
FALL
EXTENT OF DEVELOPMENT
W
818.55 m2 ROOF AREA = 2,474.00m²
W
B
B
L
L
CO
FHR
CO
W
L
CO
FHR
R.S.D
WW W W W W W W W W W
E.O.D
TOTAL AREA = 3,642.63m²
B
B
L L L L L L L L L
L
CO CO CO CO CO CO CO CO CO
CO
B
R.S.D
B
W RSD L L L
W W W W W W W W W W W W W W W W W W W W W CO CO CO
FHR
B B
W
H H
B
B
B
PICK
-UP
W
MAIN ENTRY
B B
B B
50000
CA
NO
PY
E.O.D
E.O.D
E.O.D
CAGE
LANDSCAPED AREA (10.56%) = 430.37m²
GAS
B B 70.98 m2 B B
BBQ
W
CAGE
SITE AREA = 4073.00m²
FALL
FALL
FALL
GAS
50.000 188°53' CONTOUR LEVEL RL 14.000 RL 17.150 W
395
300
W
30
W W W W DOUBLE SLIDING GATE 4400
W W W W
LOT 101
28
29
14
26
25
W W W W
W W W W
31
2.793ha
7200
27
88
FFL - 17M
87
TROLLEY BAY
15550
NB168
RL 17.000
W
W
SW
external flows picked up and diverted around the site to C · RESPONSE TO NOOSA COUNCIL RFI GDC xx.07.22
existing stormwater system.
W
B · DEVELOPMENT SUMMARY UPDATED GDC 21.03.22
8000
VE A MATERIAL CHANGE OF USE - GDC 25.02.22
600 dia pipe at 2% required to divert all flows.
ABO
DING DEVELOPMENT PERMIT APPLICATION
W
BUIL 8500
DRN
1:20 RAMP
No AMENDMENT DATE
81.445 98°52'30"
CHK
W
TROLLEY BAY
10000
NB168
W
CAD REF: C:\Users\user1\Group 4 Architects Dropbox\G4AData\21002\DA\DA02-C.dwg
W
SW
7200
TROLLEY BAY
NB168
W
W
GROUP 4
W
LINE OF BUILDING
OVER
ARCHI TECTS
1:10 RAMP
W
Architecture, Project Management,
28500
RAMP UP
Construction, Interior Design
7200 7200 5500 5500 7200 5500 All stormwater directed to Bio Retention basin Level 6
W
PROPOSED INGROUND TANK
SIGHT LINE SPLAY TO
RL 10.40
Bio retention with 1 in 4 See the original
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