Council archive · source document
Generally in Accordance Approved Plans - MCU18/0006.01
Plans and drawings: the text below has words only, no drawings.
86°0' 15.088 M
SEWER LINE
1.
TO PATIO
7.664 M
20
0
POOL
M
N
POOL
C'YARD C'YARD
REAL PROPERTY DESCRIPTION
DP DP
LOT 497 ON R.P.48112
2.501 M 2.502 M
SITE COVER - 212.298 sq m(39.98%)
PARISH OF WEYBA
TO WALL TO WALL
COUNTY OF MARCH
GROSS FLOOR AREA - 238.852 sq m(44.98%)
SITE AREA 531 sq m
CLOTHESLINE
CLOTHESLINE
CARPARKING(COVERED) - 4
NOTE:- STORMWATER TO COUNCIL REQUIREMENTS
356°0' 35.204 M
1 2 :- BOUNDRY PEGS TO BE SIGHTED IN POSITION
:- 100 DIAM P.V.C STORMWATER PIPE (MIN 1 IN 100 FALL)
356°0' 35.204 M
DP DP
BINS
BINS
:- MIN 300 GROUND COVER
:- MIN 75 BEDDING SAND COVER
DP DP :- CUT AND FILL BATTER (UP TO 1M HIGH) 1 IN 2
GATE GATE
:- CUT AND FILL BATTER (OVER 1M HIGH) 1 IN 4
DP DP
SURFACE WATER SPOON DRAIN -
-
F.GR.L. 40.5
WATER DIRECTED TOWARDS GENERALLY IN ACCORDANCE
0.501 M
F.SL.L. 40.8
0.502 M
STREET CHANNEL MCU18/0006.01
TO CARPORT
DP DP
TO CARPORT NOOSA COUNCIL
POSITION & NUMBER OF DOWNPIPES TO BE DETERMINED 27 JUNE 2019
DP DP ON SITE BY PLUMBER/DRAINER -
TO WALL
8.000 M
1.000 M
SL GATE SL GATE
PEDESTRIAN PEDESTRIAN
GATE GATE
86°0' 15.088 M
CLIENT SCALE
CROSSOVER
AS PER COUNCIL 1:200
STANDARD DETAILS
D & K KNOTT
SITE PLAN
PROJECT SHEET No DRAWN JSC
2 OF 14
10 HILL ST WILLIAM H WILSON
HILL ST SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
SITE PLAN CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
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Page 2
19540
350 6000 2300 7890 3000
90 90 90 90 F.R.L.60/60/60
2910 2910 2120 Rw 64 & Rw+Ctr 50
2 X 10 mm REGULAR
70 70 70 70 90 PLASTERBOARD R2.0 GLASS WOOL
TO BOTH SIDES
6000 530 1560 2520 5300 2910
LOWER 230 6020 1560 7820 SYSTEMS 25TP2020
N
FLOOR PLAN INSTALLED TO MAN SPEC
245
350 70 70
SCALE 1:10
350 6600 1920 6880 3000 1 X 25mm
"ShaftLINER"
90
MEMBRANE
200 X 42 15 SMARTLVL H3 TTD
B
PORCH
3240 C/HT
2000
2000
2000
2000
2 X 10 mm REGULAR
PLASTERBOARD 70mm WALL FRAME
CARPORT
BORAL
3550
3550
3460
L1809 L1809 L1809
SHAFTWALL DETAIL
70
70
90
PAN
1200 HINGED
1550
LINEN
1480
SL/D
KITCHEN
ENT
2490
UBO
2780
Sink
MEALS
70
D2130 OXXO
350
820
1
SPACE
FAMILY
PATIO
2427 PANEL-LIFT
SMOKE
4920
ALARM
REF
4850
4830
2740 C/HT
70
2400 HEAD HT
70
GARAGE
3318
3300
3300
2968
1000
2290
720 CAV.
SPACE
SEL B'STRADE
W/M TUB
SL/D 720
L'DRY
90
BROOM
o FW
W.C
910
UP
V.B
A A
14085
14085
350
245
245
TUB W/M
2427 PANEL-LIFT
BROOM
W.C
o FW
910
V.B
L'DRY
UP
2740 C/HT
SPACE
2400 HEAD HT
90
2290
GARAGE
720 CAV. 720 SEL B'STRADE
1000
2967
SL/D
3300
3300
3317
D2130 OXXO
FAMILY
70
PATIO
ALARM
SMOKE
4830
4850
4920
70
SPACE
REF
2
820
MEALS
KITCHEN
350
2780
70
Sink
2490
UBO
ENT
1480
SL/D
1550
LINEN
3240 C/HT
PAN
1200 HINGED
90
CARPORT
70
70
3460
3550
3550
L1809 L1809 L1809
PORCH
2000
2000
2000
2000
B
200 X 42 15 SMARTLVL H3 TTD
90
230 70 70 70
700 6600 1920 6880 3000
6020 70 1560 70 7820 3000
CLIENT SCALE
350 70 90
1:100
6000 530 1560 2520 5300 2910
D & K KNOTT
FLOOR PLAN
90 90 90 90
2910 2910 2120
350 6000 2300 7890 3000 PROJECT SHEET No DRAWN JSC
19540 4 OF 14
10 HILL ST WILLIAM H WILSON
SUNSHINE BEACH DATE & ASSOC
- QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
GENERALLY IN ACCORDANCE 497 ON RP48112) DRAWING No CONSULTANTS
MCU18/0006.01 W14291
QBCC LIC(MEDIUM RISE) 56997
QBCC LIC(LOW RISE)1257478
NOOSA COUNCIL C COPYRIGHT 19 KEYES ST LOGANLEA 4131
27 JUNE 2019 THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
- FOR THE USE AS DESCRIBED AND MAY NOT BE USED
FAX:(07) 3388 4075
OR REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 3
B
19540
1200 5050 11190 2000
N
100 70 70 70 70 70 70 90
1500 3300 530 1790 3650 1910
1200 70 3700 70 2780 3300 2390 3650 2000
UPPER 70 70 70
1200 3700 1880 530 4830 4880 2000 NOTE:SMOKE ALARMS TO BE
FLOOR PLAN IN ACCORDANCE WITH Q.D.C & N.C.C
S0621 L0612 S0618
70
70
90
L0906
295 X 65 17 SMARTLAM GL17C H3 TTD
W.C
1250 300
SL/D
ROBE
1430
W.C
BATH
SMOKE
0902
A0909
ALARM
BED 2
F/GL
BATH
o FW
2680
2680
70
o FW
ENS
V.B
70
350
VERANDAH
1430
/SITTING
SHR
1180
STUDY
D2124
2740 C/HT
V.B
SHR
V.B
4920
4850
4830
720 CAV.
SL/D 720 CAV.
BED 1
90
90
BALCONY
820
3600
D2118
3318
SMOKE
SMOKE
SL/D
ALARM
ALARM
2968
980
980
820
720 CAV.
1
2080
2080
SL/D SEL B'STRADE
90
LINEN
1010
1010
DOWN
W.I.ROBE
720
A A
10085
10085
350
245
245
DOWN
1010
1010
LINEN
295 X 65 17 SMARTLAM GL17C H3 TTD
720
W.I.ROBE
2080
2080
2740 C/HT
2
90
SEL B'STRADE
D2118
BALCONY
720 CAV.
2968
ALARM
SMOKE
ALARM
SMOKE
980
980
820
SL/D
3317
BED 1
3600
F.R.L.60/60/60
VERANDAH
720 CAV.
/SITTING
Rw 64 & Rw+Ctr 50
D2124
90
90
STUDY
820
4830
4850
4920
720 CAV. SL/D 2 X 10 mm REGULAR
SHR
V.B
SL/D
1180
V.B
R2.0 GLASS WOOL
1430
PLASTERBOARD
SHR
TO BOTH SIDES
350
0902
BED 2
ENS
BATH
F/GL
2680
2680
o FW
70
ALARM
SMOKE
300 1250
o FW
V.B SYSTEMS 25TP2020
70
ROBE
A0909 INSTALLED TO MAN SPEC
BATH
L0906
SL/D
1430
245
W.C
SCALE 1:10
W.C
1 X 25mm
"ShaftLINER"
90
70
70
MEMBRANE
S0621 L0612 S0618
70 70 70 70 70 70 2 X 10 mm REGULAR
PLASTERBOARD 70mm WALL FRAME
1200 3700 1880 530 4830 4880 2000
BORAL
70 70 70
SHAFTWALL DETAIL
3700 2780 3300 2390 3650 2000
70 70 90
100 1500 3300 530 1790 3650 1910
1200 5050 11190 2000
19540
INDIVIDUAL UNIT AREA
LIVING AREA(LOWER) - 47.601 sq m B CLIENT SCALE
1:100
LIVING AREA(UPPER) - 75.575 sq m D & K KNOTT
FLOOR PLAN
GARAGE AREA - 23.759 sq m -
DRAWN JSC
GENERALLY IN ACCORDANCE PROJECT SHEET No
CARPORT/PORCH AREA - 25.900 sq m 5 OF 14
MCU18/0006.01 10 HILL ST WILLIAM H WILSON
PATIO AREA - 15.128 sq m NOOSA COUNCIL SUNSHINE BEACH DATE & ASSOC
15-01-19 BUILDING & DESIGN
27 JUNE 2019 QLD 4567 (LOT
CONSULTANTS
BALCONY AREA - 4.209 sq m - 497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
QBCC LIC(LOW RISE)1257478
VERANDAH AREA - 10.085 sq m C COPYRIGHT 19 KEYES ST LOGANLEA 4131
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
FAX:(07) 3388 4075
TOTAL AREA - 202.257 sq m OR REPRODUCED IN WHOLE OR IN PART
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 4
TOP OF PARAPET 48.10
ROOF APEX RL 47.92 RENDER FINISH
1500
1320
COLOURBOND ROOF SHEETING AT 12.5 DEGREES
CEILING LINE RL 46.60
2740
8000
STRIA CLADDING
FLOOR LINE RL 43.86
CEILING LINE RL 43.54
2740
AXON CLADDING
FLOOR LINE RL 40.8
GROUND LINE RL 40.5
EAST ELEVATION
NATURAL GROUND LINE
(AT FACE OF BUILDING)
-
GENERALLY IN ACCORDANCE
MCU18/0006.01
NOOSA COUNCIL
27 JUNE 2019
-
TOP OF PARAPET 48.10 COLOURBOND ROOF SHEETING AT 12.5 DEGREES
1500
SLATS
CEILING LINE RL 46.60
2740
8000
STRIA CLADDING
SLATS GLASS B'STRADE CLIENT
FLOOR LINE RL 43.86 SCALE
1:100
CEILING LINE RL 43.54
D & K KNOTT
ELEVATIONS
2740
AXON CLADDING
PROJECT SHEET No DRAWN JSC
6 OF 14
10 HILL ST WILLIAM H WILSON
FLOOR LINE RL 40.8 SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
GROUND LINE RL 40.5 CONSULTANTS
NORTH ELEVATION RENDER FINISH 497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
NATURAL GROUND LINE QBCC LIC(LOW RISE)1257478
C COPYRIGHT 19 KEYES ST LOGANLEA 4131
(AT FACE OF BUILDING)
THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 5
COLOURBOND ROOF SHEETING AT 12.5 DEGREES TOP OF PARAPET 48.10
ROOF APEX RL 47.92
1500
1320
CEILING LINE RL 46.60
2740
8000
STRIA CLADDING GLASS B'STRADE
FLOOR LINE RL 43.86
CEILING LINE RL 43.54
AXON CLADDING
2740
FLOOR LINE RL 40.8
GROUND LINE RL 40.5
WEST ELEVATION
NATURAL GROUND LINE
(AT FACE OF BUILDING)
COLOURBOND ROOF SHEETING AT 12.5 DEGREES TOP OF PARAPET 48.10
ROOF APEX RL 47.92
1500
1320
-
GENERALLY IN ACCORDANCE
CEILING LINE RL 46.60
MCU18/0006.01
NOOSA COUNCIL
27 JUNE 2019
2740
-
GLASS B'STRADE
8000
PAINTED F.C.SHEET FLOOR LINE RL 43.86
CEILING LINE RL 43.54 CLIENT SCALE
1:100
D & K KNOTT
ELEVATIONS
2740
STRIA CLADDING
PROJECT SHEET No DRAWN JSC
FLOOR LINE RL 40.8 7 OF 14
10 HILL ST WILLIAM H WILSON
GROUND LINE RL 40.5 SUNSHINE BEACH DATE & ASSOC
QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
SOUTH ELEVATION QBCC LIC(LOW RISE)1257478
NATURAL GROUND LINE C COPYRIGHT 19 KEYES ST LOGANLEA 4131
(AT FACE OF BUILDING) THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 6
ROOF BRACING TO MAN SPEC
ROOF APEX RL 47.92
1320
CEILING LINE RL 46.60
2740
8000
FLOOR LINE RL 43.86
CEILING LINE RL 43.54
2740
FLOOR LINE RL 40.8
GROUND LINE RL 40.5
REFER ENG. DETAILS
NATURAL GROUND LINE
(AT LINE OF SECTION)
SECTION A - A
DRU-TRUSS OR SIM GANGNAIL TRUSSES FIXED TO MAN SPEC AT 600 C/S
BINDERS AS PER MAN SPEC
38 x 75 F14 BATTENS AT 900 C/S
ROOF APEX RL 47.92
1320
-
GENERALLY IN ACCORDANCE
CEILING LINE RL 46.60 MCU18/0006.01
NOOSA COUNCIL
27 JUNE 2019
2740
-
8000
FLOOR LINE RL 43.86
CEILING LINE RL 43.54 CLIENT SCALE
1:100
ELEVATIONS
2740
D & K KNOTT
PROJECT SHEET No DRAWN JSC
FLOOR LINE RL 40.8
8 OF 14
10 HILL ST WILLIAM H WILSON
GROUND LINE RL 40.5 SUNSHINE BEACH DATE & ASSOC
NATURAL GROUND LINE QLD 4567 (LOT 15-01-19 BUILDING & DESIGN
SECTION B - B (AT LINE OF SECTION)
497 ON RP48112) DRAWING No CONSULTANTS
QBCC LIC(MEDIUM RISE) 56997
DRU-TRUSS OR SIM GANGNAIL TRUSSES FIXED TO MAN SPEC AT 600 C/S W14291
QBCC LIC(LOW RISE)1257478
BINDERS AS PER MAN SPEC COPYRIGHT
C 19 KEYES ST LOGANLEA 4131
38 x 75 F14 BATTENS AT 900 C/S THIS DRAWING REMAINS THE PROPERTY OF
WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED PH:(07) 3200 6836
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
OR REPRODUCED IN WHOLE OR IN PART
FAX:(07) 3388 4075
WITHOUT WRITTEN PERMISSION email:[email protected]
Page 7
GENERALLY IN ACCORDANCE
MCU18/0006.01
NOOSA COUNCIL
27 JUNE 2019
-
[OCR of page images]
CONNECT TO KERB & CHANNEL
REFER TO DETAIL.
LEVEL OF SEALED
PIPE TO BE FROM
GUTTER TO KERB
#100 TO KERB*CHANNEL
AS PER DETAIL
LEVEL OF WATER IN
PIPE SYSTEM
"CHARGED SYSTEM”
LEVEL OF KERB
@100uPVC, RUBBER
RING SEALED
ROOF TO KERB PRINCIPLE
SCALE: NTS
NOTE:
THE FLUSH OUT OF THE CHARGED SYSTEM
SHALL BE PART OF THE YEARLY
MAINTENANCE SCHEME (OR AFTER EVERY
MAJOR EVENT), BUT SHALL NOT BE
PERFORMED DURING A RAIN EVENT.
NOT!
E:
TRANSFER CHAMBER TO
CAPABILITY TO SURCHARGE TO
KERB& CHANNEL
2000min |
75min
/—
Hot Dip Galvanised Kerb
adaptor to match kerb
profile
\ 125 x 75 x 6mm Galvanised
MS section
Connection fitting
refer Detail ’A’
75min
A
——
||
75min
WJ
Z|
WSS
SS
G
Ky
22
#100
N
WR
DETAIL A
Hot dip MS connection
A fitting or approved equivalent.
SECTIO
pipes to sealed with silicone or
mortar into fittings.
AN
YL
LEVEL OF INVERT OF CHARGED LINE
\ \cean OUT TO SURFACE
MANUAL FLUSH OUT VALVE
100 TO CLEAN OUT
TO SURFACE FOR
MANUAL FLUSH OUT.
100 TO KERB&CHANNEL
HAVE THE
TRANSFER CHAMBER
5 300*300
vo SL41.10
o§ 100 FROM ROOF DRAINAGE
=8
°
0
_ +
140.600
Notes:
1. UPVC pipe to be 100mm heavy duty DWV
class SN6
2. All steel works to be hot dip galvanised
3. All joints on PVC pipe to be sealed with
solvent weld cement (type N or P), or
rubber ring joint.
y
Z
Let,
SS
Fitting for connection of #100
uPVC pipe to 125 x 75 x 6mm
MS section
NS
NA-—A
REVISE ARCHITECTURAL DESIGN —J
TO
CHAMBER WITH PROPERTY FENCE
TYPICAL CROSS SECTION OF STORMWATER TO KERB
NOT TO SCALE
GENERALLY IN ACCORDANCE
MCU18/0006.01
NOOSA COUNCIL
27 JUNE 2019
dp
PROVIDE CLEANOUT TO
SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
DISCHARGE RAIN WATER FROM
"CHARGED SYSTEM” TO
GARDEN BED.
IL39.000—4
@100uPVC, RUBBER RING—+
SEALED, CHARGED LINE
®100uPVC, RUBBER RING—+
SEALED, CHARGED LINE
%100uPVC, RUBBER RING—+
SEALED, CHARGED LINE
SURROUND TRANSFER
PROVIDE 300sq GRATED
Ss Ss Ss Ss Ss
s SEWER LINE
9
POOL POOL p
C’YARD C’YARD
PROVIDE CLEANOUT TO
\ / SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
c.0.8. c.0.s. DISCHARGE RAIN WATER FROM
I j "CHARGED SYSTEM” TO
ap GARDEN BED.
— 1 Pp icee
- | 1b _-gso0upve, RUBBER RING
| | SEALED, CHARGED LINE
| |
| | dp dp
| | 12 5
| |
| 1 2 | | 5
’ \ ‘ dp
| |
| |
dp
| | w 5 8
pt | : | 1 oroourve, RUBBER RING
\ | Moo feo FS coo) Cd ‘a SEALED, CHARGED LINE
\ LET] | LT | 1
cate OF il cate
| r 2/2 rt e
LE | _
| IY = | ©) ROOF PLAN
Ne | | 1
Py L 77
| F.GR.L. 40.0 |
| | ROOF DRAINAGE_NOTES: ‘
1. ALL DOWN PIPES TO BE #90
| F.SL.L. 40.3 | 2. DOWN PIPES #3,4,10&11 TO SPIT TO ROOF BELOW
re 1 oN
| | SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
| c “I | DR.-ING. REINHOLD KOENNING
| ) ak | | | MSC, PHD, MEAUST, AHSCA
I |
_~ F400 FrL40.200 71) DATE AS PER TITLE BLOCK
|
*
<
TRANSFER CHAMBER.
REFER TO DETAIL. HAVE
CHAMBER GRATE L;EVEL
AT SL41.100 TO ENSURE
SURCHARGE TO KERB.
<
<
NOTES SURFACE DISCHARGE:
1. DUE TO SITE CONSTRAINTS
AND MORE IMPORTANTLY THE
ALIGNMENT OF THE SEWER,
INFILTRATION OF SURFACE
RUNOFF IS NOT SUITABLE
FOR THIS DEVELOPMENT.
2. ALL SURFACE RUNOFF TO BE
DIRECTED TO GRASSED AND
INTENSE PLANTED GARDEN
BEDS ALONG THE BOUNDARIES
AND SURROUNDING THE POOL
AREAS.
S
Y,
ra
Mv,
ra
M0800 | \
;—%100uPVC, RUBBER RING
SEALED, CHARGED LINE
|
| —REVISE ARCHITECTURAL DESIGN
TO SURROUND TRANSFER
CHAMBER WITH PROPERTY FENCE
PROVIDE 300sq GRATED
TRANSFER CHAMBER.
REFER TO DETAIL. HAVE
CHAMBER GRATE L;EVEL
AT SL41.100 TO ENSURE
| SURCHARGE TO KERB.
on $
Ss
_- z ev SS a |
[ ara & y |
| te = SL_GATE SL GATE Ht L4
t t
care CROSSOVER 4 PEDESTRIAN
SL41.100 SL41.100
GATE 4 AS PER COUNCIL / Zz | "care
<| | STANDARD” DETAILS / <
/
|
/
#100 TO KERB&CHANNEL —————=]
AS PER DETAIL
F-21100 TO KERB&CHANNEL
AS PER DETAIL
|
|
|
|
\ en DESIG!
F4 ill
NN FLOW = 7L/sec
SITE PLAN
Na DESIGN FLOW = 7L/sec
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
[Amd Description Date
A_|RESPONSE TO RFI 14-02-18
Issue Notes Date
For Development Approval
For Building Approval 10-12-17
For Tender 10-12-17
For Construction xX 10-12-17
As Constructed
E Hydraulic 3:
~ . . >
contact: Reinhold Koenning MigAust AHSCA
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333
CLIENT :
D & K KNOTT
ARCHITECT :
LL WILLIAM H WILSON J
(Prosect: 10 HILL STREET »
SUNSHINE BEACH
DUPLEX
DRAWING TITLE:
STORMWATER
DRAINAGE PLAN
AND
DETAILS
Design RH, Checked | ae [Date 10—12—17 | Dwg. No. AMD.
\ Scale: 1: 100 on At UNo.| 2 of 3 3319-OP2 A
RPD:— LOT 497 RP 48112
Page 8
CAL W (3) SYZ R (2) CRI ped (2)
ANDREW GOLD LANDSCAPE ARCHITECTURE
BAN CC (5) LOM KB (3) Ghg
PO BOX 5220
MT GRAVATT EAST
QLD 4122
T 07 3420 0006
M 0405 389 243
E [email protected]
WES WG (2) WES WG (3)
T15 PROPOSED 1800mm TIMBER SCREEN FENCE LEGEND
WES Z (6) T14 By builder
LOM ver (12)
T16
LOM KB (4) EXISTING / PROPOSED TURFED AREAS
Refer Specification Notes
600
300
POOL (3x4)
PROPOSED 1800mm TIMBER SCREEN FENCE T13 By builder PROPOSED HARDSTAND
By builder Bi Refer Architectural drawings
PROPOSED POOL FENCE
By builder
POOL (3x4) PROPERTY BOUNDARY
By builder T12 As taken from Survey drawings
PROPOSED POOL FENCE
By builder 600
EXISTING CONTOURS
As taken from Survey drawings
GATE GATE
300
CAR gla (2) PROPOSED GARDEN EDGE
+ RL 40.0 + RL 40.0 T11 Refer Specification Notes and Detail
39.0
RETAINING WALL
1000 Pt
1000 By builder, 1800mm timber screen fence on top
WES Z (2) BAN CC (4)
PROPOSED TIMBER SCREEN FENCE
1800mm high, by builder
400
400
F. GR. L 40.0 PROPOSED POOL FENCE
Ghg F. SL. L 40.3 By builder
EXISTING TREE - RETAINED
- Refer Existing Tree Schedule
GENERALLY IN ACCORDANCE EXISTING TREE - REMOVED
LOM KB (6) LOM KB (6)
MCU18/0006.01 Refer Existing Tree Schedule
1400
NOOSA COUNCIL 1400
PROPOSED SHADE / SCREEN TREES
1000
1000
27 JUNE 2019 Refer Planting Schedule
-
PROPOSED SHRUBS / GROUNDCOVERS
Refer Planting Schedule
PROPOSED BIN LOCATION
As shown
LOM ver (25)
LOM ver (25)
CLOTHESLINE
Attached to fence
T9 EXISTING SEWER
As taken from Survey drawings
T10
PROPOSED ROOFWATER LINE
T8 Refer Engineering drawings
GRATED STORMWATER INLET
40.0 Refer Hydraulic Engineering drawings
PROPOSED RETAINING WALL
By builder CAS CI (1) GRE lan (1) PROPOSED RETAINING WALL
1800mm timber screen fence on top By builder
GRE lan (1) CAS CI (1) 1800mm timber screen fence on top
Bi
Bi
LOM ver (3) LOM ver (3)
CRI ped (2) CRI ped (1)
CAR gla (1)
T6 T7 CAR gla (1)
GRATED STORMWATER INLET GRATED STORMWATER INLET A 27/02/18 SUBMISSION TO NSC
Refer Hydraulic Engineering drawings Refer Hydraulic Engineering drawings
ISSUE DATE REASON
THIS DRAWING HAS BEEN PREPARED WITH ALL CARE FROM BASE INFORMATION AVAILABLE
T4 AT THE TIME OF PREPARATION. ALL EXISTING AND RETAINED ELEMENTS ARE SHOWN
T1 T2 T3 INDICATIVELY ONLY. THE LOCATION OF THESE ELEMENTS ARE BASED FROM SURVEY
INFORMATION. ALL PLANS AND DETAILS ARE TO BE READ IN CONJUNCTION WITH ALL
41.0 RELEVANT CONSULTANT'S DOCUMENTATION PACKAGES, INCLUDING (BUT NOT LIMITED TO)
ARCHITECTURAL, CIVIL, STRUCTURAL, HYDRAULIC, ELECTRICAL, LIGHTING AND SIGNAGE
DOCUMENTATION. ALL ABOVE AND BELOW GROUND SERVICE LOCATIONS ARE SHOWN
INDICATIVELY. REFER TO THE RELEVANT ENGINEERS DRAWINGS AS REQUIRED. ALL
T5 DIMENSIONS ARE TO BE VERIFIED ON SITE.
GRAPHIC SCALE (m) 1:100 @A1
0 1 5
WES Z (2) Ca
WES Z (2) PROPOSED MULTI-UNIT DWELLING
Ca
10 HILL STREET, SUNSHINE BEACH
VISUALLY PERMEABLE FRONT FENCE PROPOSED DRIVEWAY CROSSOVER
Rendered brick piers and powder-coated
aluminum panels
Refer Engineering drawings and NSC Standard drawings LANDSCAPE PLAN
NOTE FOR COUNCIL: Combined 2m landscape
buffer more effective than divided landscape JOB NUMBER SHEET No. ISSUE DRAWN BY
buffer with the requested 1m setback to fence as
requested in NSC
18.018 1 A AG/NB/AL
Page 9
PLANTING SCHEDULE GENERAL NOTES SOIL:
Spread turf underlay topsoil to a minimum depth of 100mm unless otherwise directed. Proposed topsoil must
A. ARCHITECTURAL WORKS INFORMATION comply with Australian Standards AS4419-2003.
The spacing of plants shown on plan have been derived as a compromise between growth rate, anticipated size, and the ability to provide a good vegetative cover within a reasonable space of time. Quantities indicated have been based on the spacing of individual plants appropriate to the
available area for the particular species used; where this available area increases (or decreases) through the course of construction, quantities may also need to increase (or decrease) to maintain the plant spacings indicated on plan. Refer to Architect's drawings for all information contained within these documents related to and nominated as
Architectural Works. This includes all hardscape items such as paving, outdoor structures/shelters, walls and TURF:
fencing. Architectural Works information contained within these documents are indicative only and not for To be fundamentally free from weeds and disease or other deleterious substances.
CODE SPECIES COMMON NAME SIZE** QUANTITY SPACING HEIGHT WIDTH construction or certification purposes. • On road reserve: Use "Wintergreen" (ie: Lawn Solutions Australia, contact 0432 707 950)
• Within subject site: Use "Platinum Zoysia" (ie: Lawn Solutions Australia, contact 0432 707 950)
B. CIVIL WORKS INFORMATION
Refer to Civil Engineer's drawings for all information contained within these documents related to and INSTALLATION:
TREES nominated as Civil Works. Civil Works information contained within these documents are indicative only and Turf shall be close turfed with staggered cross-joints and laid in straight lines, running perpendicular to the
ANDREW GOLD LANDSCAPE ARCHITECTURE
not for construction or certification purposes. contours.
PO BOX 5220
All joints shall be filled with an approved topdress light soil or sand and the turf shall be lightly rolled. MT GRAVATT EAST
Bi Banksia integrifolia Coast Banksia 45L 3 as shown 12 5 C. STRUCTURAL WORKS INFORMATION Finished levels shall be 3mm below surrounding surface levels to allow for future top dressing. Allowance QLD 4122
Ca Cupaniopsis anacardioides Tuckeroo 45L 2 as shown 10 5 Refer to Structural Engineer's drawings for all information contained within these documents related to and should be made for shrinkage and settling.
nominated as Structural Works. This includes retaining walls. Structural Works information contained within Turf shall be adequately watered once installed. T 07 3420 0006
Ghg Grevillea Honey Gem Grevillea 45L 2 as shown 5 4 these documents are indicative only and not for construction or certification purposes. Ensure protection from trampling.
M 0405 389 243
E [email protected]
Pt Pandanus tectorius Screw Pine 25L 1 as shown 5 5
D. ELECTRICAL WORKS INFORMATION FERTILISER:
Refer to Electrical Engineer's drawings for all information contained within these documents related to and Fertiliser to be applied to the turf at the rates and period of time from installation as recommended by the
SCREENING SHRUBS nominated as Electrical Works. Electrical Works information contained within these documents are indicative supplier. If no starter Fertiliser supplied by the supplier, we recommend:
and not for construction or certification purposes. Dynamic Lifter Turf Starter:
http://www.yates.com.au/products/fertilising/organic-based/dynamic-lifter-turf-starter/#tbCQXOZuFJZ01z1B.97
E. HYDRAULIC WORKS INFORMATION Lawn Builder™ Seed & Turf Starter Slow Release Lawn Fertiliser:
CAL W Callistemon Wildfire Bottlebrush 200mm 3 1.8 2.5 2 Refer to Hydraulic Engineer's drawings for all information contained within these documents related to and https://www.scottsaustralia.com.au/scotts-brands/lawn-builder/lawn-builder-slow-release-lawn-fertilisers/
SYZ R Syzygium australe Resilience Lillypilly 200mm 2 1.5 3 2.5 nominated as Hydraulic Works. Hydraulic Works information contained within these documents are indicative lawn-builder-seed-turf-starter-slow-release-lawn-fertiliser/
only and not for construction or certification purposes.
SOIL WETTING AGENT:
We recommend the application of a soil wetting agent wetting agent (ie: non biodegradable detergent not
SHRUBS AND GROUNDCOVERS LANDSCAPE SPECIFICATION NOTES crystals ) to stop hydrophobia if not already in the starter fertiliser supplied with the turf, at the rates
recommended by the manufacturer:
LEVELS-GENERAL NOTES • Scotts Hydraflow Wetta Soil
Finish organic mulch surfaces 25 - 40mm below adjacent paving surfaces and/or edging. Finish lawn surfaces • Searle’s Penetraide
BAN CC Banksia spinulosa Coastal Cushion Banksia 140mm 9 1 0.5 1 flush with adjacent paving surfaces and/or edging. Ensure adequate falls in finished surface levels away from • Plant of Health Soils Soaker
CAR gla Carpobrotus glaucescens Pigface 140mm 4 1.5 0.3 3 buildings to drainage collection points (eg, field inlets, etc).
CAS CI Casuarina glauca Cousin It Prostrate Casuarina 140mm 2 1 0.3 1.5 WEEDS, PESTS DISEASE MANAGEMENT
SUBSOIL DRAINAGE - GENERAL NOTES Weeds are required to be removed by physical or chemical (Glyphosate or other herbicides) means. If
CRI ped Crinum pedunculatum Swamp Lily 200mm 4 1 2 2 Ensure adequate subsoil drainage elsewhere by installing suitable agricultural drainage systems where chemical means, as per the manufacturer recommendations. Refer to the following reference for guideline on
GRE lan Grevillea lanigera Mt Tamboritha Prostrate Grevillea 140mm 2 1 0.5 1.5 necessary, and especially in areas subjected to site excavation works including retaining walls. weeds, pest and disease management
LOM KB Lomandra Katie Belles Mat Rush 140mm 19 1 1.5 1.5 REFERENCE:
PLANTS http://thelawnguide.com.au
LOM ver Lomandra Verday Dwarf Lomandra 140mm 68 0.5 0.5 0.6
WES WG Westringia Wynyabbie Gem Native Rosemary 140mm 5 1.5 2 1.5 • NATSPEC shall apply to trees where Council requires this certification. PLANTING BEDS
WES Z Westringia Zenda Dwarf Rosemary 140mm 10 0.9 1 1 • Plants are to be good quality nursery stock from a NIASA Accredited nursery
• They shall be fundamentally free of pest and diseases. SUBGRADE PREPARATION:
• After installation they shall be thoroughly watered. Cultivate subgrade surface by thoroughly ripping to a minimum depth of 150mm before spreading topsoil.
TURF TOPSOIL:
Spread topsoil to a minimum depth of 300mm unless otherwise directed. Proposed topsoil must comply with
** PLANT CONTAINER SIZE: SUBGRADE PREPARATION: Australian Standards AS4419-2003.
Turfed areas shall be prepared initially by removing all deleterious material
Cultivate subgrade surface by thoroughly ripping to a minimum depth of 150mm before spreading topsoil FERTILIZER:
45L 45 Litre container stock min Min. height at time of planting: 1.8m unless otherwise directed (ie: no cultivation under trees to be retained) A slow slow or controlled release fertiliser organic or inorganic to be incorporated generally into the imported
25L 25 Litre container stock min Min. height at time of planting: 1m (or excavated/site topsoil). We recommend the following:
200mm 200mm dia minimum pot size Inorganic Slow or Controlled Release fertilisers:
• Osmocote
140mm 140mm dia minimum pot size • Nutricote
• Macrocote
• E-Scape PRO by eCo-Enviroment
-
GENERALLY IN ACCORDANCE Organic slow release:
• Dynamic Lifter
• Organic Link by Plant of Health
MCU18/0006.01
WETTING AGENT:
NOOSA COUNCIL A wetting agent and/or soil ameliorant including a wetting agent is required to all mass planting beds:
• Scotts Hydraflow Wetta Soil
27 JUNE 2019 • Searle’s Penetraide Plant of Health Soils Soaker
• Multipro by eCo-Enviroment
-
PLANTING:
As indicated on plan.
ORGANIC MULCHING:
Proposed mulch must comply with Australian Standards AS4419-2012. Spread 1" Hoop Bark (ie:
Greenfingers, contact 5546 1099) to a minimum depth of 100mm entirely over planting bed areas.
GARDEN EDGE
To the locations as indicated on the drawings and details as per the following: Install 100x100mm concrete
garden/mowing edge.
NOTE: ROOTBALL IS LEVEL WITH IRRIGATION
ADJACENT SOIL SURFACE
Planting plan has been designed to survive without an automatic irrigation system. Water additives and water
NOTE: DON'T PILE MULCH TOP VIEW retention elements, along with hardy water-wise plants will ensure an irrigation system is not imperative to the
AGAINST PLANT STEM FALL SOIL SURFACE TO ROOT BALL long-term maturation and survival of the proposed plants. If approved, install an automatic, fixed position, low
TO MAXIMIZE WATER CATCHMENT pressure sprinkler irrigation system to all landscaped areas shown on the drawings internal to the site only, to
Noosa Shire Council approval. The irrigation shall meet the following performance requirements and as per
the manufacturers and/or installers specifications:
100mm DEEP MULCH AS SPECIFIED
(OR AS NOTED OTHERWISE)
HARDWOOD STAKE - DO NOT PENETRATE ROOTBALL - Summer target application of 32mm
WITH STAKE. STAKE TO PENETRATE 200MM MIN. INTO - Fully automatic and metered
ROOT BALL (THOROUGHLY MOIST AND LOOSENED) EXISTING SUBGRADE - Recycled water use (from rainwater tanks)
1.5 B TOPSOIL BACKFILLING AS SPECIFIED - Commercial quality fittings and fixtures
or A 25 / 45 LITRE CONTAINER TREE - Mainlines
250mm THOROUGHLY CULTIVATE SUBGRADE - Dripline system under mulch
WHICHEVER AND LOOSEN SIDES OF PLANTING HOLE HESSIAN TIE NAILED TO STAKE - RPZ backflow prevent device
TIES
IS GREATER
SLOW RELEASE FERTILIZER All design and documentation, materials supplied and work carried out should be in accordance with the
AS SPECIFIED BERMED SOIL DISH current relevant Australian Standards and best practice.
100MM ORGANIC MULCH LAYER
PLANT ESTABLISHMENT / CONTINUING MAINTENANCE
STAKES Allow a 12 WEEK Plant Establishment Period from Practical Completion to the satisfaction of the Landscape
ROOT BALL (THOROUGHLY MOIST AND LOOSENED)
B NOTE: ROOTBALL IS LEVEL WITH Architect.
1.5 X H
GROWING MEDIUM
H
ADJACENT SOIL SURFACE • Maintain adequate watering regime
CULTIVATED SUBGRADE
2B • Remove weed growth from all mass planting beds and turfed areas
UP TO or 150mm • Fertilise (as per the notes above) A 27/02/18 SUBMISSION TO NSC
25L CONTAINER WHICHEVER • Weed control (as per the notes above)
IS GREATER SINGLE STAKE OPTION
SCALE NTS • Prune planting, control pest and disease management (as per the notes above) to maintain healthy growth
• Replenish mulch material where necessary ISSUE DATE REASON
3 X ROOTBALL Ø
• Replace dead / dying plant material
OVER 25L CONR 1.5 B
• Reinstate stakes, ties and marker stakes where necessary THIS DRAWING HAS BEEN PREPARED WITH ALL CARE FROM BASE INFORMATION AVAILABLE
• Reinstate erosion control matting and other erosion control measures as necessary AT THE TIME OF PREPARATION. ALL EXISTING AND RETAINED ELEMENTS ARE SHOWN
INDICATIVELY ONLY. THE LOCATION OF THESE ELEMENTS ARE BASED FROM SURVEY
TYPICAL PLANTING DETAIL TYPICAL STAKING DETAIL TYPICAL TREE PLANTING DETAIL INFORMATION. ALL PLANS AND DETAILS ARE TO BE READ IN CONJUNCTION WITH ALL
1 SECTION 1:10 2 SECTION 1:25 3 SECTION 1:100
Continue maintenance works beyond Plant Establishment Period as required. RELEVANT CONSULTANT'S DOCUMENTATION PACKAGES, INCLUDING (BUT NOT LIMITED TO)
ARCHITECTURAL, CIVIL, STRUCTURAL, HYDRAULIC, ELECTRICAL, LIGHTING AND SIGNAGE
MANAGEMENT PLANS: DOCUMENTATION. ALL ABOVE AND BELOW GROUND SERVICE LOCATIONS ARE SHOWN
INDICATIVELY. REFER TO THE RELEVANT ENGINEERS DRAWINGS AS REQUIRED. ALL
100mm ORGANIC MULCH LAYER DIMENSIONS ARE TO BE VERIFIED ON SITE.
The turfed areas shall be throughly watered on the day of turf installation and then as follows at the equivalent
CONTINUOUS CONCRETE EDGE of 5l/m², including natural rainfall, or as required to maintain active healthy growth.
100x100mm - TO BE USED AS GUIDE FOR EDGE TRIMMER TOPSOIL AS SPECIFIED
Weeks 1-3: Twice a week
TURF AS SPECIFIED Weeks 3-12: Once a week or as necessary
TURF AND TOPSOIL CULTIVATE EXISTING SUBGRADE
AS SPECIFIED AS SPECIFIED
If no irrigation, apply the above rates to the mass planting beds. Watering to use rainwater tanks if possible.
EXISTING SUBGRADE MINIMUM 300mm DEPTH GROWING
MULCH AS SPECIFIED FINISHED GRADE
MEDIUM / TOPSOIL - REFER TO
SPECIAL NOTE
SPECIFICATION
150 MIN.
FLUSH MINIMUM 150mm TOPSOIL - FREE OF
ROCKS AND DEBRIS REFER TO SPEC. Accord particular diligence to the following prime items: PROPOSED MULTI-UNIT DWELLING
100
CULTIVATED SUBGRADE TO A
TOPSOIL QUALITY and SUBGRADE PREPARATION as specified. 10 HILL STREET, SUNSHINE BEACH
CULTIVATE SUBGRADE DEPTH OF 150mm (MINIMUM)
PLANT QUANTITY: Use only consistently well nurtured nursery stock from an approved supplier. Check with
100
TO A DEPTH OF 150mm MIN.
Landscape Architect where species substitutions must be made.
MAINTENANCE: Ensure a continuing maintenance program, including weed/disease, fertilising, watering (but
NOTES, SCHEDULES, & DETAILS
beware of over-watering) and replacement of ailing plant material.
GUARANTEE
JOB NUMBER SHEET No. ISSUE DRAWN BY
Failure to adequately address these items, best practice and relevant Australian Standards WILL result in a
CONCRETE EDGE DETAIL TYPICAL TURF PLANTING DETAIL TYPICAL GARDEN BED DETAIL
sub-standard landscape outcome. 18.018 2 A AG / AL
4 SECTION 1:10 5 SECTION 1:10
6 SECTION 1:10
Used in these records
Generally in Accordance Approved Plans - MCU18/0006.01Related documentApplication case desk ↗
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