Council archive · source document
Approved Plans - MCU18/0006.02
Plans and drawings: the text below has words only, no drawings.
NOTE:COUTYARDS TO BE RETAINED AT BOUNDARY -
TO MAXIMISE LEVEL COUTYARD AREA
GENERALLY IN ACCORDANCE
266°0'(15.088 M)
10.660 M MCU18/0006.02
3.000 M
3.000 M
NOOSA COUNCIL
SEWER LINE
176°0'
C'YARD EMT A 4 OCTOBER 2019
3.228 M
STEEL STRINGERS &
TO PATIO
85°59'55" 10.660 M
-
7.664 M
1.0
TIMBER TREADS
300 CORE FILLED BLOCK WALL
00
6.754 M
(REFER POOL BUILDER) C'YARD
M
N
3.344 M 4.0 X 3.0 4.0 X 3.0 3.344 M
STEEL STRINGERS &
POOL POOL
TIMBER TREADS
0.500 M F.FL.L.(POOL)40.0 REAL PROPERTY DESCRIPTION
4.2
DP DP
LOT 497 ON R.P.48112
(CONC WITH NON-SLIP TILES)
SITE COVER - 212.298 sq m(39.98%)
66
(CONC WITH NON-SLIP TILES)
F.FL.L.(PATH)40.55
L'SCAPED STEPS
M
PARISH OF WEYBA
L'SCAPED STEPS
F.FL.L.(PATIO)40.73 2.502 M
COUNTY OF MARCH
TO WALL GROSS FLOOR AREA - 238.852 sq m(44.98%)
F.FL.L.(PATH)40.55
2.501 M SITE AREA 531 sq m
TO WALL
F.FL.L. 40.8
CLOTHESLINE
CARPARKING(COVERED) - 4
CLOTHESLINE
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
F.SL.L. 40.8 STREET CHANNEL
0.501 M 0.502 M
DP DP
TO CARPORT TO CARPORT
POSITION & NUMBER OF DOWNPIPES TO BE DETERMINED
DP DP ON SITE BY PLUMBER/DRAINER
TO WALL
8.000 M
1.000 M
SL GATE SL GATE
PEDESTRIAN PEDESTRIAN
GATE GATE
AMENDED 02-10-19
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 29-08-18 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 AMENDED 02-10-2019
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 29-08-18 BUILDING & DESIGN
- CONSULTANTS
497 ON RP48112) DRAWING No
GENERALLY IN ACCORDANCE W14291
QBCC LIC(MEDIUM RISE) 56997
MCU18/0006.02 COPYRIGHT
QBCC LIC(LOW RISE)1257478
C
NOOSA COUNCIL THIS DRAWING REMAINS THE PROPERTY OF
19 KEYES ST LOGANLEA 4131
PH:(07) 3200 6836
4 OCTOBER 2019 WILLIAM H WILSON & ASSOCIATES AND IS PROVIDED
FOR THE USE AS DESCRIBED AND MAY NOT BE USED
FAX:(07) 3388 4075
- OR REPRODUCED IN WHOLE OR IN PART
email:[email protected]
WITHOUT WRITTEN PERMISSION
Page 3
-
GENERALLY IN ACCORDANCE
B
19540
MCU18/0006.02
1200 5050 11190 2000 NOOSA COUNCIL
4 OCTOBER 2019
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 AMENDED 02-10-2019
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
PROJECT SHEET No DRAWN JSC
CARPORT/PORCH AREA - 25.900 sq m 10 HILL ST WILLIAM H WILSON
5 OF 14
SUNSHINE BEACH DATE & ASSOC
PATIO AREA - 15.128 sq m 29-08-18 BUILDING & DESIGN
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
-
GENERALLY IN ACCORDANCE
MCU18/0006.02
NOOSA COUNCIL
4 OCTOBER 2019
-
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
FORM UP POOL AS REQ'D
(AT FACE OF BUILDING)
NOTE:COUTYARDS TO BE RETAINED AT BOUNDARY
TO MAXIMISE LEVEL COUTYARD AREA
TOP OF PARAPET 48.10 COLOURBOND ROOF SHEETING AT 12.5 DEGREES
1500
SLATS
CEILING LINE RL 46.60
2740
AMENDED 02-10-2019
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 29-08-18 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
-
GENERALLY IN ACCORDANCE
MCU18/0006.02
NOOSA COUNCIL
4 OCTOBER 2019
-
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
FORM UP POOL AS REQ'D
NOTE:COUTYARDS TO BE RETAINED AT BOUNDARY
NATURAL GROUND LINE
TO MAXIMISE LEVEL COUTYARD AREA
(AT FACE OF BUILDING)
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
GLASS B'STRADE
8000
PAINTED F.C.SHEET FLOOR LINE RL 43.86 AMENDED 02-10-2019
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 29-08-18 BUILDING & DESIGN
CONSULTANTS
497 ON RP48112) DRAWING No
QBCC LIC(MEDIUM RISE) 56997
W14291
SOUTH ELEVATION NATURAL GROUND LINE 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]
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
-
GENERALLY IN ACCORDANCE
MCU18/0006.02
ROOF APEX RL 47.92 NOOSA COUNCIL
1320
4 OCTOBER 2019
-
CEILING LINE RL 46.60
2740
8000
FLOOR LINE RL 43.86 AMENDED 02-10-2019
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
MCU18/0006.02
NOOSA COUNCIL
4 OCTOBER 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
dp
wo
vo
0
C’YARD
PROVIDE CLEANOUT TO s
SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
POOL
S Ss
POOL
SEWER LINE
DISCHARGE RAIN WATER FROM
C’YARD
-—PROVIDE CLEANOUT TO
SURFACE FOR FLUSH OUT
AND REGULAR MAINTENANCE.
DISCHARGE RAIN WATER FROM
"CHARGED SYSTEM” TO
GARDEN BED.
IL39.000—4
dp
"CHARGED SYSTEM” TO
GARDEN BED.
+——|L39.000
Lt
@100uPVC, RUBBER RING—+
SEALED, CHARGED LINE
rts
-—%100uPVC, RUBBER RING
SEALED, CHARGED LINE
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 |
Hot Dip Galvanised Kerb
adaptor to match kerb
/ profile
\ 125 x 75 x 6mm Galvanised
MS section
Connection fitting
refer Detail ’A’
75min 75min
A
——
||
WJ
Z|
75min
WSS
SS
G
Ky
22
#100
N
WR
Hot dip MS connection
A fitting or approved equivalent.
DETAIL A
SECTIO
pipes to sealed with silicone or
mortar into fittings.
TYPICAL CROSS SECTION OF STORMWATER TO KERB
AN
YL
NA-—A
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
%100uPVC, RUBBER RING—+
SEALED, CHARGED LINE
|
NOT TO SCALE
<
<
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.
Y,
ra
Mv,
ra
| | B ®
| | 12 5
LEVEL OF WATER IN | |
PIPE SYSTEM
"CHARGED SYSTEM” | |
[7 | ? SJ dp @)
LEVEL OF INVERT OF CHARGED LINE 10
| |
\ \cean OUT TO SURFACE | | ap dp
MANUAL FLUSH OUT VALVE | | 3 13 8
100 TO CLEAN OUT g | |
a \
TO SURFACE FOR m
MANUAL FLUSH OUT. 9100uPVC, RUBBER RING—|—=— > | | 1 oroourve, RUBBER RING
SEALED, CHARGED LINE >» | tooo ot FS] coe SEALED, CHARGED LINE
1 [LT | | LT | 1 (
C I It
GATE -———4 a I GATE (2) 4 B
A ~\ XS () 7
(TTeeTINS! | le
N, | | y ROOF PLAN
t | | 4
Ss 4
9100 TO KERB& CHANNEL
HAVE THE | F.GR.L. 40.0 |
>, TRANSFER CHAMBER | | ROOF _DRAINAGE_NOTES: ‘
S | 3092300. 1. ALL DOWN PIPES TO BE #90
oS “$100 FROM ROOF DRAINAGE | F.SLL. 40.3 | | 2. DOWN PIPES #3,4,10&11 TO SPIT TO ROOF BELOW
F/e re 1 oN
. ~J Lo
>" | | SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
<= L | c “I | DR.-ING. REINHOLD KOENNING
IL40.600 RPEQ7025
Notes: | a | MSC, PHD, MEAUST, AHSCA
1. UPVC pipe to be 100mm heavy duty DWV NN | | A DATE AS PER TITLE BLOCK
class SN6 NJ FFL40.200 [email protected] L-
;—%100uPVC, RUBBER RING
SEALED, CHARGED LINE
|
| —REVISE ARCHITECTURAL DESIGN
TO SURROUND TRANSFER
CHAMBER WITH PROPERTY FENCE
TRANSFER CHAMBER.
J PROVIDE 300sq GRATED
REFER TO DETAIL. HAVE
CHAMBER GRATE L;EVEL
AT SL41.100 TO ENSURE
| SURCHARGE TO KERB.
REVISE ARCHITECTURAL DESIGN —~| | / IL40.600 Ss mse e0eN |
TO SURROUND TRANSFER nS
CHAMBER WITH PROPERTY FENCE PRY + a + |
PROVIDE 300sq GRATED —+ | < 4
TRANSFER CHAMBER. zy = SL_GATE K SL_GATE ; +
REFER TO DETAIL. HAVE srpeoraat To oorernan
CHAMBER GRATE L;EVEL EES | SL41.100 CROSSOVER /suar100-/3| | "DEE Al
AT SL41.100 TO ENSURE a AS PER COUNCIL / 2
SURCHARGE TO KERB. < | STANDARD DETAILS / ra
| / |
#100 TO KERB&CHANNEL—————=} /
AS PER DETAIL
GENERALLY IN ACCORDANCE
MCU18/0006.02
NOOSA COUNCIL
4 OCTOBER 2019
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:
I
~ . . >
contact: Reinhold Koenning MigAust AHSCA
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333
CLIENT :
D & K KNOTT
ARCHITECT :
WILLIAM H WILSON
\ Z|
(PRosect: 10 HILL STREET »
SUNSHINE BEACH
DUPLEX
DRAWING TITLE:
STORMWATER
DRAINAGE PLAN
AND
DETAILS
Dwg. No. AMD.
5319-OP2) A)
RH, Checked | Cro
\ SCALE: 1: 100
RPD:— LOT 497 RP 48112
[Date | 10-12-17
2 of 3
Design
ON A1 U.N.O.
Page 8
LOM KB (6) CAL W (3) SYZ R (2) WES WG (3)
ANDREW GOLD LANDSCAPE ARCHITECTURE
CRI ped (2) Bi CRI ped (2) Ghg
PO BOX 5220
MT GRAVATT EAST
QLD 4122
T 07 3420 0006
M 0405 389 243
E [email protected]
/ / / / / / / / / /
WES WG (2)
/
/
WES Z (4)
T15 LEGEND
T14 LOM ver (18)
/
BAN CC (4) T16
/
/
LOM KB (7) EXISTING / PROPOSED TURFED AREAS
PROPOSED 1800mm TIMBER SCREEN FENCE Refer Specification Notes
1800
1800
/
By builder
/
/
WES Z (5) PROPOSED 1800mm TIMBER SCREEN FENCE
T13 PROPOSED HARDSTAND
By builder Refer Architectural drawings
POOL (4 x 3) POOL (4 x 3)
/
/
WATER FEATURE ON BOTH SIDES OF WALL MASONRY BLOCK WORK WALL EXTENDED
X
By builder By builder By builder PROPOSED SYNTHETIC TURF
Install stack stone cladding. By builder
X
T12 Refer Specification Notes
X
/
/
X
PROPOSED BLOCK WORK WALL GATE GATE PROPOSED BLOCK WORK WALL PROPERTY BOUNDARY
To be core filled rendered and painted, To be core filled rendered and painted, As taken from Survey drawings
X X X X X X X X
Refer Engineering drawings Refer Engineering drawings
EXISTING CONTOURS
+ RL 40.73 + RL 40.73 T11 As taken from Survey drawings
CAR gla (1) 39.0 CAR gla (1)
BLOCK WORK WALL
1000 1000
Ghg Pt
To be core filled rendered and painted
WES Z (2) BAN CC (4)
RETAINING WALL
By builder, 1800mm timber screen fence on top
400
400
F. GR. L 40.5 / PROPOSED TIMBER SCREEN FENCE
F. SL. L 40.8 1800mm high, by builder
X PROPOSED POOL FENCE
By builder
-
GENERALLY IN ACCORDANCE LOM KB (6) LOM KB (6) EXISTING TREE - RETAINED
Refer Existing Tree Schedule
MCU18/0006.02 1400 1400
NOOSA COUNCIL EXISTING TREE - REMOVED
1000
1000
Refer Existing Tree Schedule
4 OCTOBER 2019
- PROPOSED SHADE / SCREEN TREES
Refer Planting Schedule
PROPOSED SHRUBS / GROUNDCOVERS
LOM ver (23) Refer Planting Schedule
LOM ver (23)
PROPOSED BIN LOCATION
As shown
T9 CLOTHESLINE
Attached to fence
T10
EXISTING SEWER
T8 As taken from Survey drawings
PROPOSED ROOFWATER LINE
PROPOSED RETAINING WALL
40.0 Refer Engineering drawings
By builder PROPOSED RETAINING WALL
GRATED STORMWATER INLET
1800mm timber screen fence on top By builder
CAS CI (1) WES Z (1) 1800mm timber screen fence on top
Refer Hydraulic Engineering drawings
GRE lan (1) GRE lan (1)
WES Z (1) CAS CI (1)
LOM ver (5) LOM ver (5)
D 10/09/19 UPDATED ARCHITECTURAL DWGS
Bi Bi C 17/07/19 AMENDMENTS AS REQUIRED
T6 T7 B 17/07/19 UPDATED ARCHITECTURAL DWGS
GRATED STORMWATER INLET GRATED STORMWATER INLET A 27/02/18 SUBMISSION TO NSC
Refer Hydraulic Engineering drawings Refer Hydraulic Engineering drawings
ISSUE DATE REASON
CRI ped (1) CRI ped (1)
THIS DRAWING HAS BEEN PREPARED WITH ALL CARE FROM BASE INFORMATION AVAILABLE AT
T4 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
41.0 INFORMATION. ALL PLANS AND DETAILS ARE TO BE READ IN CONJUNCTION WITH ALL
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
T5 INDICATIVELY. REFER TO THE RELEVANT ENGINEERS DRAWINGS AS REQUIRED. ALL
DIMENSIONS ARE TO BE VERIFIED ON SITE.
GRAPHIC SCALE (m) 1:100 @A1
0 1 5
PROPOSED MULTI-UNIT DWELLING
Ca Ca
10 HILL STREET, SUNSHINE BEACH
SLIDING GATE
LANDSCAPE PLAN
Refer Architectural drawings
PROPOSED CONCRETE FOOTPATH PROPOSED DRIVEWAY CROSSOVER JOB NUMBER SHEET No. ISSUE DRAWN BY
Refer Engineering drawings and Refer Engineering drawings and 18.018 1 D AG/NB/AL
NSC Standard drawings NSC Standard drawings
Document Set ID: 20971251
Version: 1, Version Date: 23/09/2019
Page 9
-
GENERALLY IN ACCORDANCE
MCU18/0006.02
NOOSA COUNCIL ANDREW GOLD LANDSCAPE ARCHITECTURE
4 OCTOBER 2019 PO BOX 5220
MT GRAVATT EAST
QLD 4122
-
T 07 3420 0006
M 0405 389 243
E [email protected]
NOTE: ROOTBALL IS LEVEL WITH
ADJACENT SOIL SURFACE TOP VIEW TOP VIEW
NOTE: DON'T PILE MULCH
FALL SOIL SURFACE TO ROOT BALL
AGAINST PLANT STEM
To maximize water catchment
100mm DEEP MULCH
100
As specified or as noted otherwise
HARDWOOD STAKE
(whichever is greater)
ROOT BALL Do not penetrate rootball with stake.
Stake to penetrate 200mm min into
or 250mm
Thoroughly moist and loosened
A
PROPOSED TREE
1.5A
existing subgrade.
25L / 45L container TIE
TOPSOIL BACKFILL TIES
As specified HESSIAN TIE
ROOT BALL Nailed to stake
THOROUGHLY CULTIVATE SUBGRADE STAKES
Thoroughly moist
AND LOOSEN SIDES OF PLANTING HOLE BERMED SOIL DISH
and loosened
STAKE
MULCH
B SLOW RELEASE FERTILIZER
2B 100mm deep
As specified
H
1.5 x H
UP TO 25L CONTAINER
2B or 150mm GROWING MEDIUM DOUBLE STAKE OPTION SINGLE STAKE OPTION
(whichever is greater)
CULTIVATED SUBGRADE
OVER 25L CONTAINER 1.5B
2 x ROOTBALL Ø
TYPICAL SHRUB PLANTING DETAIL TYPICAL TREE PLANTING DETAIL TYPICAL STAKING DETAIL
1 SECTION 1:10
2 SECTION 1:100
3 SECTION 1:20
ARTIFICIAL TURF ON BACKING
Refer Specification Notes
Ensure there are minimal creases
Secure artificial turf with pins, APPROX 70mm CRUSHED DUST
secure each corner then approx Spread evenly then compacted to
every 300mm. If a join is required, ensure surface is flat and hard
use synthetic grass tape. Trim to
required size.
TURF
MULCH
As specified
100mm deep
FINISHED GRADE
70
300
GROWING MEDIUM
Min 300mm deep
GROWING MEDIUM
100
Min 100mm deep
CULTIVATED SUBGRADE CULTIVATED SUBGRADE
Min 150mm deep Min 150mm deep
TYPICAL GARDEN BED DETAIL TYPICAL TURF PLANTING DETAIL SYNTHETIC TURF ON NATURAL GROUND
4 SECTION 1:10
5 SECTION 1:10
6 SECTION 1:10
D 10/09/19 UPDATED ARCHITECTURAL DWGS
C 17/07/19 AMENDMENTS AS REQUIRED
B 17/07/19 UPDATED ARCHITECTURAL DWGS
A 27/02/18 SUBMISSION TO NSC
ISSUE DATE REASON
THIS DRAWING HAS BEEN PREPARED WITH ALL CARE FROM BASE INFORMATION AVAILABLE AT
THE TIME OF PREPARATION. ALL EXISTING AND RETAINED ELEMENTS ARE SHOWN
INDICATIVELY ONLY. THE LOCATION OF THESE ELEMENTS ARE BASED FROM SURVEY
INFORMATION. ALL PLANS AND DETAILS ARE TO BE READ IN CONJUNCTION WITH ALL
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
DIMENSIONS ARE TO BE VERIFIED ON SITE.
PROPOSED MULTI-UNIT DWELLING
10 HILL STREET, SUNSHINE BEACH
NOTES, SCHEDULES, & DETAILS
JOB No. SHEET No. ISSUE DRAWN BY
18.018 3 D AG/AL/CP
Document Set ID: 20971251
Version: 1, Version Date: 23/09/2019
Used in these records
Approved Plans - MCU18/0006.02Related documentApplication case desk ↗
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