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Approved Plan - MCU23/0154
Plans and drawings: the text below has words only, no drawings.
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ING PO
EX BER FE
ING POS E
9
112.9
C
T
TIM AIL
EX BER FEN
&R
IS T
TIM AIL
8
112.8
APPROX. CUT : 450
3
&R
IS T
3
113.2 113.2
PAGES 1 OF 2 6 APPROX. FILL : 450
R= 2.0
112.7
TR 0.05
D= 1.0
H=
6 113.2 113.2
7
EE
113.2
2 113.2 5 3.25 THIS IS AN APPROXIMATE EVEN CUT AND FILL.
11
FOR FULL DETAILS OF HSTP SYSTEM REFER TO
EDWARDS & ASSOC. WASTE WATER
CONSULTANTS EFFLUENT DISPOSAL SITE
2
EXISTING 7 1 113.5
TIMBER 6
113.3 113.3 113.4 EVALUATION REPORT
R
TE
REPORT NO: ASSESS 00 DATE: 000
POST 9
113.3
TE
& RAIL
WA P
GA
A
FENCE
T
8
112.9 113.50 STORMWATER DRAINAGE IS TO BE MINIMUM
600mm CLEAR FROM EDGE OF SLAB
4
113.7
112.9
0 WIND CLASSIFICATION.
N3 APPLICABLE TO SITE AS NOTED IN SOIL
HSTP REPORT.
BY
0
113.
.0
OWNER 75
113 8 FINISHED LEVELS TABLE
6 113.7 114 Waffle Slab Freeboard 385 MM
113.6 .
BANK
00
Building Platform 114.000 Approx. R.L
Ground Floor FFL 114.385 Approx. R.L
5
4.2
4
113.5 Garage FFL 114.385 Approx. R.L
225 213 W
226
11
Porch FFL 114.299 Approx. R.L
3
113.5
611 AL
8
4
113.2 114.9
Alfresco FFL 114.299 Approx. R.L
114.50
OM L
P
PROVIDE EARTHWORKS REQUIRED TO ACHIEVE
.75
8 BUILDING PLATFORM LEVELS NOMINATED
112
112.9
dp
2
114.1
RUBBLE PIT @ 6m x 2m x1m
LEGEND
dp
7
113.9 PVC DOWNPIPE WITH MAX. GUTTER
(= 12m³) dp
N
ALFRESCO LENGTH OF 12.0m PER DOWNPIPE
(UNLESS NOTED OTHERWISE)
SETOUT
TIO
25351
TA
EGE 100mm DIA UPVC S.W.D. LAID AT 1:100
114.75
INCLUDING UNDER SLAB/PAVED AREA'S
V
0
WT
113.0
dp
YARD GULLY GRATE
(FINAL LOCATION DETERMINED ON SITE)
OF
dp dp
COV
PMT
6*
PA
dp
0
6 113.8 FILL 6
2 113.6 115.0
113.4 PV
dp
WT FINAL DRAWINGS
PANELS
CUT
AD
CHECKED BY: CB EXT No. 8871
EDGE
LOT
CHECKED TO: PTVO 2 & 3
RO
2
113.1
4
2 114.3 DATE: 21/07/2023
114.1
WT
12
SERVICES LEGEND
S
O/H POWER
2x32,000L
Y
U/G POWER
POLYETHYLENE ABVE
VE
GROUND TANKS BY WATER
52000 OWNER
O
TELSTRA
DOUBLE
R= 4.0
D= 2.0
C
GAS
TR 0.2
dp
H=
GARAGE
EE
0
113.9 SEWER
inv
dp 3PH
mb
dp ROOFWATER
dp
0
4
113.7 115.0
5000L PORCH
dp
STORMWATER
OF
POLYETHYLENE
dp
dp
0
ABOVE GROUND 113.3
115.00
TANK FOR
BUSHFIRE
E
7
114.5
FENC
REQURIEMENTS 114.3
1
BY OWNER
97 267
98
P
63 WA
OM
#Last saved by, ##/##/####
19 WALL
7O L
5
115.1
93
8 58
MP L
898
IL
& RA
NOOSA COUNCIL
APPROVED PLAN
6
113.9
5
2 6
113.7 115.0
.2
MCU23/0154 7 MAR 2024
S
EA
LE
113
T
POS
AR
AB
7
PROPOSED DRIVEWAY BY 114.7
T
E
OWNERS
4
113.5
S
G
3
113.1
SA
4
114.4
ES
ER
174 OUT
SE
TIMB
DR
T
509
9
114.0
BY: TQC | ISSUED: 22/11/2023 | REV: H
TING
R
HENLEY ARCH P/L SITE PLAN 1A LH COLORADO 33 Eastport
C * ALL PLATFORMS FOR SINGLE STOREY MUST BE A MINIMUM OF 1500 WIDE.
TE
EXIS
* ALL CUT BATTERS MUST BE A MINIMUM OF 45 DEG FOR CLAY SITES OR 30 DEG FOR SANDY SITES.
WA
AL L R I G H T S R E S E R V E D . T H I S S E T O F D R A WI N G S I S C O P Y R I G H T . A P A R T F R O M * ALL FILL BATTERS MUST BE A MINIMUM OF 35 DEG.
ANY FAIR DEALING A S PERMITTED UNDER THE CO PYRIGHT ACT NO PART * SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH
SCALE 1:200, 1:1
MAY BE US ED , RE PRO D UCE D OR CO PI ED BY AN Y M EA NS O R IN A NY F OR M
MRS STEPHANIE MAREE TAYLOR COUNCIL SOIL EROSION AND SEDIMENT CONTROL POLICY.
CLIENT
WI TH O U T P R I O R P E R M IS S I O N O F H E N L E Y A R C H P /L . DATE DRN 02/03/2023 * FINISHED GROUND LEVEL AROUND GARAGE IS TO BE 150mm MINIMUM BELOW GARAGE FFL.
TH E R E I S N O C O P Y R IG H T L IC E N C E , E X P R E S S O R I M P L I E D , G R A N T E D WI T H
RE S PE C T T O T H E S E D R A W I N G S . O N L Y H E N L E Y A R C H P /L O R I T S S U B S ID IA R I E S DRAWN BY MV-ITS LOT 12 (No. 71) COVEYS ROAD * FINAL POSITION OF METER-BOX SHALL BE DETERMINED ON SITE BY LOCATION OF POWER
CONNECTION POINT.
SITE COVERAGE ANALYSIS
MAY BUILD A HO US E WH ICH RE PRO D UCE S T HE SE DR AWING S .
JOB NUMBER 702615
TINBEERWAH * THIS SURVEY MAPS See the original
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Section 2
THE SITE FEATURES AND LEVELS. IT DOES NOT GUARANTEE THE POSITION OF
PEGS, ALLOTMENT BOUNDARIES OR FENCES.
TH E S I G N E D F I N A L D R A WI N G S W I L L T A K E
BUILDING 325.1 sqm 0.3 % HSE/FCD NO 9432-EAP * CONCRETER TO ENSURE DRIVEWAY CROSSOVERS ARE INSTALLED TO COMPLY WITH RELEVANT
100.0 % MAP REF <REF>
N
P R E C E D E N C E A N D WI L L D I F F E R F R O M T H E SITE AREA 107740.0 sqm COUNCIL STANDARDS/APPROVAL.
A DIVISION OF HENLEY PROPERTIES (QLD) PTY LTD
D I S P L A Y H O M E D R A WI N G S A N D T H E S I G N E D
OWNER ............................................................................... / /
* PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH A.S.3660.1.
NCC: 2022 3354 PACIFIC HIGHWAY, SPRINGWOOD
SURVEY PLAN:
CO NTRAC T DRA WINGS GIVEN O N GO ING
PRO DUCTIO N CH ANG ES. SP 139169 Ph: (07) 3290 8888 Fax: (07) 3290 8899
BUILDER ............................................................................. / / LOCAL AUTH: SCRC
Document Set ID: 22715000
Version: 1, Version Date: 05/12/2023
Section 3
PAGES 2 OF 2
122.14
9m
, 90°
0' 0
"
3' 0"
, 0°
87m
332.0
183.465
m, 104°
40' 0"
RTH
NO
A ROAD NOOS
COOROY
111.42
111.79 111.70
111.58
111.68
112.02 112.07 112.11 112.12 112.06 112.04 112.03 112.16 112.08
112.40 112.52
112.44
112.68
112.49 112.66
112.15
112.46
112.74
112.7
5
112.98
112.96 113.12 113.16
113.00
TIN PO CE
G ST
112.99
EXIS ER FEN
112.97 113.40 113.48
CE
TI NG PO ST
112.99
& RAIL
TI MBE FEN
TIMB
& RAIL
EXIS R
112.88
113.23 113.23
R=1 0
112.76
TR .0 5
D=0 .0
H=2.
113.25
EE
113.26 113.27
113.22 11 3.25
113.94 113.96
113.61
EX ISTING 113.52
TIMBE R 113.36 113.37113.41
G ATE
ER
POS T
& RAI L
TAP
113.39
WAT
FENCE
NA PEG D
112.98 113. 50
REF PY 9 AH
112.16
IN
DUM114 .5
IL
113.74
RL
112.90 114.88
HSTP 114.44
BY
.0 0
113. 75
OWNER
113
114.97
114 113.78 115.01
112.39 113.66 . 00
BANK
114.56
115.18
.25
114
225613 WAL
2262
113.54
113.53
11
113.24 114.98
114.50
OMP L
.75
115.05
112
dp
112.98
114.12
RUBBLEPIT @6mx2mx1m
dp
113.97 115.15
(= 12m³)
ALFRESCO
SETOUT
I ON
25351
ETAT
114. 75
VEG
WT
0
dp
113.0
OF
dp dp
dp
113.66
113.80 FILL
366
115.06
dp
PV
113.42
WT
115.01
.563
PANELS CUT
AD
m,
EDGE
LOT
268°
RO
113.14 114.32 115.14
WT
114.12
0' 28"
12
YS
2x32,000L
POLYETHYLENE ABVE
VE
GROUNDTANKS BY
52000 OWNER
CO
DOUBLE 166166 OMP
R= 4 .0
D= 2.0
166651 WALL
TR 0 .2
dp
GARAGE
H=
EE
inv
dp 3PH
mb
113.90
dp
dp
5000L Section 4
PORCH
115.00
dp
113.74
OF
POLYETHYLENE
115.05
dp
dp
ABOVE GROUND 113.30
115.00
TANK FOR
BUSHFIRE
FENCE
114.57
REQURIEMENTS 114.31
BY OWNER
976 67W
982
MP
37 AL
APPROX LOCATION OF
702615 : #Last saved by , ##/##/####
9O LL
OM L
PROPOSEDLAND
115.15
8931 8 WA
P
APPLICATION DESIGNAREA
IL
8985
42x5M
& RA
113.96
.25
113.72 115.06
ES
EA
113
POST
115.03
BL
AR
PROPOSEDDRIVEWAY BY
A
114.77
ST
OWNERS
GE
113.54
SSA
113.13
114.44
TI MBER
1745OUT
SET
DRE
37' 0"
09
77.332m, 120°
114.09
NG
EXISTI
ER
TAP
WAT
ROAD
113.74
M
BOTTO
0
115.0
115.01
113.44
COOROY NOOSA
114.98
N
DE
R= 1 5. 0
x5
GAR
D= 5.0
TR 0 .5
E ES
H=
115.12 115.04
114.63
114.75
113.25
114.00
NAIL ITU MEN
REF E/B 3 AHD
114. 25
IN
EDG 112.8
112.84
114.50
RL
112.99
112.83
113.50
EXIS TIN G (2 n d )
112.80 113.90 DWEL L IN G
115.01
DEN
GAR
NAI PEG D
REF PY AH
115.13
L IN
DUM116. 39
113.75
RL
113.82
115.02
115.14
115.04
114.94
114.88
115.19
114.95
114.87
115 .23
114.51 114.53
114.43
115 .04 120.89
114.89
115.21
115.07
121.16
121.34
121.17
114.81
121.00
120.51
10"
196° 9'
118.63 93.666m,
116.69
PROPOSED PERMANENTPOLE
HOUSE
WELL CLEAR
"
' 45
° 45
169
m,
54
5.8
14
NOOSA Section 5
COUNCIL
APPROVED PLAN
MCU23/0154 7 MAR 2024
BY: TQC | ISSUED: 22/11/2023 | REV: H
HENLEY ARCH P/L OVERALL SITE PLAN 1B LH COLORADO 33 Eastport
C * ALL PLATFORMS FOR SINGLE STOREY MUST BE A MINIMUM OF 1500 WIDE.
* ALL CUT BATTERS MUST BE A MINIMUM OF 45 DEG FOR CLAY SITES OR 30 DEG FOR SANDY SITES.
AL L R I G H T S R E S E R V E D . T H I S S E T O F D R A WI N G S I S C O P Y R I G H T . A P A R T F R O M * ALL FILL BATTERS MUST BE A MINIMUM OF 35 DEG.
ANY FAIR DEALING A S PERMITTED UNDER THE CO PYRIGHT ACT NO PART * SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH
SCALE 1:200, 1:2000, 1:1
MAY BE US ED , RE PRO D UCE D OR CO PI ED BY AN Y M EA NS O R IN A NY F OR M
MRS STEPHANIE MAREE TAYLOR COUNCIL SOIL EROSION AND SEDIMENT CONTROL POLICY.
CLIENT
WI TH O U T P R I O R P E R M IS S I O N O F H E N L E Y A R C H P /L . DATE DRN 02/03/2023 * FINISHED GROUND LEVEL AROUND GARAGE IS TO BE 150mm MINIMUM BELOW GARAGE FFL.
TH E R E I S N O C O P Y R IG H T L IC E N C E , E X P R E S S O R I M P L I E D , G R A N T E D WI T H
RE S PE C T T O T H E S E D R A W I N G S . O N L Y H E N L E Y A R C H P /L O R I T S S U B S ID IA R I E S DRAWN BY MV-ITS LOT 12 (No. 71) COVEYS ROAD * FINAL POSITION OF METER-BOX SHALL BE DETERMINED ON SITE BY LOCATION OF POWER
CONNECTION POINT.
SITE COVERAGE ANALYSIS
MAY BUILD A HO US E WH ICH RE PRO D UCE S T HE SE DR AWING S .
JOB NUMBER 702615
TINBEERWAH * THIS SURVEY MAPS THE SITE FEATURES AND LEVELS. IT DOES NOT GUARANTEE THE POSITION OF
PEGS, ALLOTMENT BOUNDARIES OR FENCES.
TH E S I G N E D F I N A L D R A WI N G S W I L L T A K E
BUILDING 325.1 sqm 0.3 % HSE/FCD NO 9432-EAP * CONCRETER TO ENSURE DRIVEWAY CROSSOVERS ARE INSTALLED TO COMPLY WITH RELEVANT
100.0 % MAP REF <REF>
N
P R E C E D E N C E A N D WI L L D I F F E R F R O M T H E SITE AREA 107740.0 sqm COUNCIL STANDARDS/APPROVAL.
A DIVISION OF HENLEY PROPERTIES (QLD) PTY LTD
D I S P L A Y H O M E D R A WI N G S A N D T H E S I G N E D
OWNER ............................................................................... / /
* PROVIDE TERMITE PROTECTION IN ACCORDANCE WITH A.S.3660.1.
NCC: 2022 3354 PACIFIC HIGHWAY, SPRINGWOOD
SURVEY PLAN:
CO NTRAC T DRA WINGS GIVEN O N GO ING
PRO DUCTIO N CH ANG ES. SP 139169 Ph: (07) 3290 8888 Fax: (07) 3290 8899
BUILDER ............................................................................. / / LOCAL AUTH: SCRC
Document Set ID: 22715000
Version: 1, Version Date: 05/12/2023
The text continues on section 6.