Original source · versioned page text
Attachment 2 - Existing Approval
ffic
NOOSA COUNCIL
APPROVED PLAN SP298783 SP298783
EMT.Y
Tra
MCU23/0094.02, OPW23/0113.02 & RAL23/0014.02 108
7 JULY 2025 SP10 6085
SP1060 85
el
783
ann
V
14.66
SP2 TE.MVT.
9883
d ch
oad
B- 10
EMT.Y
.
D0
B
W
S9P827
b an
of r
W
D0
No .09
rth 49 SP106085
EM
48
line
Ker
7
14.24
SP298783
ntre
14.15 SP298783 SITE BOUNDARY
SW GT:
Ce
14.42 IL: 6.354
14.88
14.25 14 13.75 13.5 13.25 13 12.75 12.5 12.25 12 11.75 11.5 11.25 11 10.75 10.5 10.25 10 9.75 9.5 9.25 9 8.75 8.5 8.25 Type: 225 PVC
en
13.08 12.59 11.51 9.47 9.14 8.71 8.32 7.74 SW GT:
itum
14.42 13.56
2.0M BOUNDARY 8 IL: 6.321
2.0M BOUNDARY Type: 375 PVC
of b
SETBACK 2.0M BOUNDARY
14.55 Site Benchmark LP
RL 14.51m SETBACK SETBACK BI
ge
Vis
Vis ito
r D E O RE
Ed
ito TE T SW GT:
r
N T ENT IL: 7.166
IO I
Vis N ON
10
Type: 225 PVC
RY
ito BA /
14 Vis r 10
5
DA
14.21 ito SIN
EX
r
K
UN
AC
AC
14.12
ce
14.50
6
pa
BO
5
RY
A-
4
TB
12
3
W A
rS
ce
10
2
D0
1
en
EMT.AA
DA
20
SE
RY
pa
6M
2
Ca
AC
DN
.10
nt
DW
6
UP 1
5
ce
2
EX
4
rS
um
K
me
3
UN
TB NDA
DW
7
pa
2
14.65 LP
AC
1
Ca
SP106085
EX
rS
bit
se
BO
14.45
AC
14
30
K
TB
ce
Ca
EX
75
U
AC
Ea
ce
EX
pa
of
BO
BU
SE
4
2M
EX
pa
nt
8.25
rS
AC
F
ge
rS
ce
75
me
EX
Ca
M
ILD RP711
EX
51
SE
pa
Ca
AC
Ed
ce
6 .0
se
AC
EX
rS
F
AC
EX
pa
75 RP71151
IN
EX
Ea
Ca
ce
rS
pa
Ca
G RP71151
DW
rS
EX
1 9
EX
F
Ca
20
ce
AC
AC
AC
Y
30
pa
EX
AR
3
EX
nk
rS
10
2 DN
EX
AC
3
ND
BU
ba
Ca
UP
14.10
DW
nk
1
DW
1
of
OU
F
ce
ILD
ce
ba
14.41
pa
m
DW
pa
EB
8.75
rS
of
tto
rS
EX
IN
14.31
d
Ca
14.38
DW
SIT
Ca
p
Bo
AC
To
G
EX
3
DN
14.18
2
ce
UP 1
3
F
ce
AC
107
F
pa
pa
a
107
EX
rS
rS
20 30
Ca
Ca
9 SP106085
AC ARY
2 2 SP106085
EX
S
LP
ce
ce
o
F
XE
AC
PIT
AC
pa
D
pa
14.10
BO
UN
rS
rS
ce
BU
K
11
Ca
pa
Ca
ER
BO
EX
rS
AC
ILD
R
9.25
TB
ce
TT
ce
Ca
M
14
pa
13
DW
pa
SE
LE
TW
IN
2 .0
rS
rS
DR O W
Ca
EX
Ca
G
EX
AY
IVE
30
AC
3 DN
W 2
EX
1
14.23
UP
AY
a
14.36
2
DW
1
F
14
ad
AC
12
MP
14.11
EX
ro
14.35
00
F
s 20 LP
4
r
AC
AC
ito
3
of
6,3
2
DN
EX
1
1
Vis
W .09
9.5
ne
LP
4
4
3
D0
UP
t
3
2
es
eli
o
2
1
1
W
DW
ntr
Site Benchmark
RY
r
ito
EMT.AA
DW
BD
Ce
70
RL 14.18m
TB NDA
Vis
EX
o
5
AC
BD 10
K
SP106085
EX
H
U
AC
14.08
DP
BO
AC
r
F
2
EMT.AA
DN
9.74
ito
UP 1
ce
N
EX
Vis
M
pa
76
SE
9.75
en
6 .0
7
rS
BU RP71151 PA SP106085
76 40
Ca
m
ank
EX
T
ce
13 PE TER
tu
ILD
AC
EX
4
pa
bi
DE N D
F
14.33
fb
MP
7651
RP711
rS
of
ST E
IN
po
Ca
ce
RIA N O
RP71151BU
EX
AC
i
ge
pa
DW
G N T
To
PA I N G
ce
rS
Ed
70 ILD
pa
7
Ca
14.17
TH
d
rS
10
DW
EX
4
14.09
IN
Ca
EMT.BB
AC
EX
RE
G
nk
EX
FU
AC
4 SP106085
n
DN
14
40
F
EX
AC
ba
00
14.32 SE
EX
UP
So
6,3
2
DW
3
1
of
ut
F
14.07 W
14.00 D0 h
m
.10
EMT.BB
u
EX
ce
tto
AC
3
pa
13
2
1
W
Bo
D0
102
rS
SP1060
H
14 No .10
85
2
DP
Ca
DN
3
UP 1
ce
rth
2
m
ce
1
13.97 LP
pa
Site Benchmark
DW
nt
pa
SP106085
rS
me
rS
ce
70
RL 14.20m
LP
40
Ca
pa
Ca
14.14
se
EX
3
rS
2
EX
Ea
l
Ca
u
ne
AC
F
ce
nt
EX
14.29 MH
an
pa
7 12
me
ce
EX
AC
rS
l
DW
F
AC
ch
RY
ne
pa
11
EX
ce
Ca
se
LLPP
rS
E
TB NDA
an
d
pa
Ea
13.93
F
Ca
an
13.52
ch
rS
6,5
DW
103
K
Y
00
Ca
rb
EX
U
AC
d
AR
BO
AC
Ke
an
4
ND
60 LP
13.99
EX
SP106085
ce
13
rb
01
th
M
AC
2 DN
EX
14.20
77
AC
SE
pa
OU
2
Ke
tpa
2 .0
UP
BU
rS
DW
DW
1
ce
F
14.09
EB
Ca
oo
pa
70 ILD RP77
71151
D0 t
ef
.09
rS
SIT
s
MH Vis
ce
Ea
EX
14
Ca
AC
ito
2
ret
pa
IN
r
AC
W
rS
RP71151
EX
nc
G
ce
Ca
13.93
Co
AC
DW
pa
F
6
EX
rS
EX
Ca
F
10.25
AC
ce
EX
13.95
ce
pa
14.35
AC
pa
rS
PA I N G
60
rS
EX
Ca
70
AC
H
EX
2
Ca
DN
UP 1
TH
1
ce
Easement
OT
Easement
Window
1
14.10
ce
pa
ce
DP
pa
ST D E N
50
rS
pa
H
EX
rS
103
AC
Ca
AC
N
rS
EX
Window
4
Ca
RIA
Ca
EX
PE T E R N
14.30 MS
F
14.19
PW
D B SP1W060
A-
A 85
Window
EX
ce
AC
DE
VIS D0
EX
EX
T
BD
AC
.10
pa
PA
F
Neighbouring
rS
BD MP
Ca
DW
AC
building
el
DW
d
14 RE
oa
nn
FU
SE
50
fr
ha
So
77 BU
EX
eo
ut
3
W
dc
D0 h LP 11 10.5
DN
EX
AC
2.0M BOUNDARY .09 2.0M BOUNDARY
ILD
lin
13
UP
an
2
PIT
DW
RP7SETBACK
1151
1
re
F
SETBACK
B- 10
rb
14
IN
nt
SITE BOUNDARY
.
ce
13.92
D0
H
Ke
Ce
B
LP
pa
G
W
14.04
13.75 13.5 13.25
1
rS
MP
5
B
Ca
13.92
Existing Fence. Further investigation required
OM
PU
5P27 MT
7
SP208257
RO
25
14.16 13.91 Window
50
EX
82S E
102
Window
08
2 DN
EX
AC
14.47 11
2
UP
20 B
2
DW
1
Window
SP106085
F
Window
SP MT
SP208257
2 Window
E
13.96
SE
14.64 14.11
Win
FU
SP208257
ath
RE
50
tp
14.50
14.49
Window
foo
ce
Window
1
EX
pa
102
T
te
rS
EN
re
3
Ca
14.71
M
EX
d
SITE BOUNDARY
SP106085
nc
AC
an
SE
1
Co
Isl
EA
SP208257
ce
EX
T
ic
EN
13.98
pa
14.26 Window
aff
SP208257 3
rS
14.06
M
Tr
Ca
SE
Y
AC
SP208257
AR
EA
Window
SE UND
LP
K
AC
14.56
BO
TB
14.24 14.33
Sewer MH:
2M
Vis
ito
6M BOUNDARY
IL: 6.535
r
SETBACK Type: 150 PVC
EMTSewerBMH: EASE
SW FIELD INLET
Hydrant
Booster
IL: 9.96
MEN
IL: 8.838 T
SP20 8257
Type: 150PVC
Type: 150 PVC EMT BIO RETENTION / 7
B DETENTION BASIN
Sewer MH:
Sewer
Line:
cords*
PIT Sewer MH: MH
S P20 IL: 6.512
from re ords)
14.22
IL: 8.888 8257 Type: 150 PVC *Plo tte d
5.53 (f
ro re
m c
14.33 Type: 150 PVC SITE BOUNDARY SW MH: DS IL: : 150 PV
C
T yp e
Site Benchmark 14.27 IL: 7.10
RL 14.23m MH Type: 150PVC
12.43 11.80 11.29
10.89 Concrete
13.03 12.72
MH 13.49 13.20 MH Driveway
13.98 Concrete footpath PIT MH MH 9.48
11.26 Concrete footpath
14.14
Concrete footpath 13.71 13.20 12.37 11.79 10.44
Site Benchmark PIT 9.01
12.69 sign RL 9.68m MH 8.06
12.18 11.40 10.98 9.31 8.50
12.81 sign 9.71 8.87
13.22 11 l
10 nne
10.32
14.21 13.78 12 MH
cha8
8.90
13 11.69 9.47 9.22 8.53 sign
and
12.40 10.88
Kerb and channel 10.23 SW Gully trap: SW MH: SW MH: Sewer MH:
b
Ker
14.54 14 13.13 IL: 8.27
d
14.42 14.10 13.68 IL: 8.146 IL: 8.140 *Plotted from records*
an
Type: 300 PVC Type: 300 PVC IL: 7.65 (from records) 8.26 SW MH:
Type: 525 PVC
isl
D r i v e
Type: 150 PVC SW MH: IL: 5.86
H e a d l a n d
Sewer MH:
ic
SW MH: 8.06
aff
*Plotted from records* IL: 7.05 Type: 600RCP
Tr
IL: 7.69 (from records) Type:
8.67450RCP IL: 7.05
8.94
Type: 450RCP 8.17
9.93 9.54 Type: 150 PVC 8.35
11.41 10.63
14.47 12.58 11.84 8.78
14.40 Traff Centreline of road
ic isla 14.26 12.95
nd
8.22
nd Traffic Isla
13.29
14.24 13.81 8.46
8.11
14.25
Centreline of road
8.35
RC e c o *
s)
ds
rd
Ty .58 m e:
: 1 om or
fro L i n
pe ( f r r e c
r
P
I L: t t e d w e r
U S lo S e
50
11
*P
H
Notes:
B L A C K Project: Drawing Title: Project No. Drawn By Drawing No.
Rev Date Description Use figured dimensions in preference to scale. Contact information:
2 13/12/2024 BUILDING APPROVAL RFI ISSUE All dimensions to be varified and checked on
4 28/02/2025 CONSTRUCTION ISSUE site. These designs, drawings, specifications
PO Box 781 Tewantin Q 4565 79 - 83 Eumundi Noosa Road SITE PLAN - GROUND LEVEL 202327 PT WD.0.06
Architect Registration # 5386 QLD
and the copyright thereof are the property of For CAPITAL PRUDENTIAL
5
6
10/03/2025
21/03/2025
Concil AMdendment Issue
Pools Added, Hydraulic Coordination B2 & 6
Blackwood and must not be used, retained or W O O D Ph: 0416 037 424
[email protected] 79 - 83 EUMUNDI NOOSA ROAD & 26 Scale Date Project Stage Revision
copied without the written authority of
7 25/03/2025 Pools & Landscape Calculation Revised Blackwood. a r c h i t e c t u r e & d e s i g n www.blackwoodarchitecture.com.au HEADLAND DRIVE, NOOSAVILLE QLD 4566 1:200 @ A1 25/03/2025 Building Approval 7
Document Set ID: 23656565
Version: 1, Version Date: 26/03/2025
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