Council archive · source document
Approved Plans - OPW23/0182
Plans and drawings: the text below has words only, no drawings.
+
39.888
+
39.863
+
39.847 EXISTING CURB TO
BE RETAINED
0
+
.
39.500
40
LINE OF EXISTING
DRIVEWAY ENTRY A
(DOTTED) -
DTH
NG WI
6575
STI
GARDEN
EXI
NE
LI
ON
5
I
39.
ECT
S
5
40.
+
39.250
03 EXISTING KURB - 21 MAHER TCE
MAHER TERRACE
- 1:50 @ A1
00
30 ON
ITI
S
+
1200
39.590 AN
ENTRY PATH TR
39.075
+
20
45
34
71
NEW DRIVEWAY
4500
A 41.220 SECTION LINE 41.130
+
+
+
EXISTING TREES
- 40.880
(TO BE REPLACED)
2000
TRANSITION
GARAGE
5
39.
0
40.
5
40.
0
41.
GARDEN
5
.
42
01 PLAN - PROPOSED DRIVEWAY
- 1:50 @ A1
APPROVED
N. WARD RPEQ 13536
12/03/2024
GARAGE
41.220
+
41.130 41.220 GARAGE LEVEL
+
40.880
+
MAHER TCE
+
39.590 39.250 39.250 STREET LEVEL
+ PROPOSED DRIVEWAY
GRADIENT IN ACCORDANCE
WITH AS/NZS 2890.1:2004
FOR DOMESTIC DRIVEWAYS
2000 7134 3008
1:8 1:5.5 (18%) 1:8
TRANSITION TRANSITION
02 SECTION A - PROPOSED DRIVEWAY NOOSA COUNCIL
- 1:50 @ A1 APPROVED PLAN
OPW23/0182
19 APRIL 2024
PROJECT ISSUE DESCRIPTION DATE DRAWING TITLE PROJECT NUMBER SCALE @A1
kel
der
01 FURTHER INFORMATION ISSUE 26/02/2024
SUNSHINE BEACH HOUSE CONSTRUCTION 2008 1:50
02 APPROVAL ISSUE 12/03/2024 PROPOSED DRIVEWAY
DRAWING No. REV
CLIENT ADDRESS
A R C H I T E C T S 21 MAHER TERRACE, SUNSHINE BEACH, Q 4567
LIBBY AND GREG BAYNTON www.kelderarchitects.com.au A_CD_9000 02
Original drawing size A1 - Do not scale from this drawing.Verify all dimensions on site prior to construction.All dimensions are in millimetres unless otherwise noted. Copyright kelder architects pty ltd C
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Page 2
MAHER TERRACE
.5
39.5
40
39.5
40.0
40.0
41.0
40.5
41.5
42.0
116°30'
57'
41.0
101°
42.5
27.138
41.5
5.055
S
43.0
0"
0'3 42
.0
°5
72 5
05
5.
43
.5 42.5
43.0
.0
44
S
43.5
43.0
.5
44
44.0 43.0
5
44.
45.0
RESIDENTIAL 43.5
43.5
DWELLING
45.
.0
0
44
206°30'
26.876
.0
5
45.
44
44.5
46.0 32 44.5
8°
17
41 '
.98
4
46.5
45.0
45.5
45.0
47.0
.0
46
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024 Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS
LEGEND
418.0 EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
RAP ss DOWN AS INDICATED
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT.
(OTT S—REFER SW1.1 FOR FURTHER DETAILS
(T.) DENOTES WET TOOLED JOINT TO
~~ TO DRIVEWAY SLAB, REFER TO DETAILS ON
DRG. OW4.2
Fay INDICATES DIRECTION OF FALL
oA TO FINISHED SPOON DRAINS.
x | 29.740 INDICATES PROPOSED FINISHED
SURFACE LEVELS
GRATED DRAIN CAST-INTO PAVEMENT.
(OTT REFER Swi. FOR FURTHER DETAILS
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG OW4.2 FOR
THICKNESS AND REINFORCING.
—_ E— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
w——_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
yp INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
www.dialbeforeyoudig.com.au
SA DIAL 1100
“wy BEFORE YOU DIG
44,
43,
42.
Elevation
40,
39.
EDGE OF BITUMEN
MAHER TERRACE
One
\ \ SEEK COUNCIL APPROVAL FOR
» ‘ NON-COMPLYING DRIVEWAY,
\ DIMENSIONS & LEVELS AS NOTED.
Oly @
Sly
0% -
e 116°30"”
Str
SL
39.350
\ OOP
oO
anv
Mn a
SITE PLAN — DRIVEWAY & CROSSOVER PLAN
|
| Scale 1: 100
|
|
| GROUND FLOOR RL 43.920
EXISTING GROUND
SHOWN DASHED.
RS
<S- GARAGE RL 41.220
SURFACE
& & & & &
3 8 2 = = 3
Design Line Segment Lengths 6 Ss é 3 6 6
L L 4.24 1 2.00 9.64 11410 5
T T T T ToS 7
. . & S ¢ 2 ¢«& E E Ni eb e
Design Line Grade & Level * = 6 2 gs S 5 N ges
3 3 g Ss stg
~ oO =
EXISTING S.L. — 3 = 3
CUT/FILL - s s =
Oo Oo Oo
CHAINAGE — = S S
DRIVEWAY LONG SECTION A-A
Scale 1: 100
PROPOSED DRIVEWAY
RESIDENTIAL
DWELLING
BASEMENT
FFL: 41.220
‘A
45.0
26.876
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
FAH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLER
KERB EXISTING KERBING
P.P EXISTING POWER POLE
EX. SWPT
DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD
DETAIL IPWEA STD DRG. RS—049 AND
RS-050 AND COUNCIL REQUIREMENTS.
4.0m
NOMINAL
KERB LINE
‘LD
&
—=
SAW CUT AND
BREAKOUT L— GALV R16 DOWEL
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE
ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE
EDGE OF CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED
PRIOR TO WORK COMMENCING
SLAB MESH
MIDDLE
CONTROL
50mm COMPACTED JOINT.
SAND BED
BACK OF KERB 400 (L) @ 450 CTRS
——
|
!
(oo RESIDENTIAL CROSSOVER — LAYBACK KERB
DRIVEWAY SLAB (0S) AS
PER LEGEND & DETAILS. (CROSSOVER GENERALLY IN ACCORDANCE WITH IPWEA
STD DRG. RS-049 & RS-050 AND COUNCIL STANDARDS)
125
|
|
|
|
100
SUBGRADE PREPERATION, REFER
GENERAL NOTES
DEPTH
DETERMINED
PAVEMENT MATERIALS:
125mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
DRIVEWAY CARPARK PAVEMENT SECTION
|
|
|
|
|
|
ON-SITE
|
|
|
|
|
|
|
A
a
°
DRIVEWAY SLAB
125mm _ THK WET TOOLED
SL82 MESH CONTROL JOINT.
40mm TOP COVER
150mm
LLLLLLL LL LX, }
Corrente AS
“\—LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
ALONG LINE OF JOINT
TJ) TOOLED JOINT RESIDENTIAL
Revision Description
Date
“FOR APPROVAL
the written permission of SCG Consulting Engineers.
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
‘ABN 40 098 481 899
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
pa. Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
Title:
DRIVEWAY & ACCESS
10.06.16
; ; ; : 5 Checked: Drg No.
munnint———L____?>——7__7m1:100 @ A1_— & ppeq 5835 31158 -C2.1
1:200 @ AS S Richardson
Rex
Project
NOOSA COUNCIL
APPROVED PLAN 21 Maher Tce,
OPW23/0182 SUNSHINE BEACH
19 APRIL 2024 Dae zap TPT gg [DIET
Page 3
RESIDENTIAL
DWELLING
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024 Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 4
RESIDENTIAL
DWELLING
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024 Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
Page 5
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024
[OCR of page images]
EXISTING TREE TO REMAIN
M A H E R T E R RAC E TRIM & REMOVE DEADWOOD
; ° ‘* REFER TO SPECIFICATION
FOR PROTECTION MEASURE
Ne
EXISTING TREE TO REMAIN
TRIM & REMOVE DEADWOOD
REFER TO SPECIFICATION
FOR PROTECTION MEASURE
i —
—
ed ee
REMOVAL OF EXISTING VEGETATION a 5 NS ae x ace
- 2X SMALL UNIDENTIFIED SPECIES Sag * ING 2 X DEAD TREES — TO BE REPLACED doo
. \ ms —~ — _40,
oe eS REMOVAL OF TROPICAL HIBISCUS
ae REMOVAL OF GREVILLEA Sp ~
REMOVAL OF MURRYA sP / ~
é
~~ Ee ee
NN 405
| EXISTING TREE TO REMAIN
— REFER TO SPECIFICATION FOR PROTECTION MEASURE .___
O
EXISTING TREE TO REMAIN
REFER TO SPECIFICATION FOR PROTECTION MEASURE & TOTAL NUMBER OF TREES/SHRUBS TO BE REMOVED FIVE (5)
~ ! RT RY > \ : :
SS My ; Ph
™ A oS 5 4 ; “ Holiean! | TOTAL NUMBER OF DEAD TREES TO BE REMOVED TWO (2)
CRY KS ant .
/ A
if
/
j .
( NOOSA COUNCIL
\ APPROVED PLAN
\ OPW23/0182
\ 19 APRIL 2024
\
THIS DRAWING IS PROTECTED BY COPYRIGHT. JOHN HOPE DESIGN
RETAINS THE COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS
DO NOT SCALE OFF THIS DRAWING, VERIFY ALL DIMENSIONS ON SITE
JHD :
\. JOHN HOPE DESIGNS [email protected]
\ 82 MARY RIVER ROAD ABN 58080230747
\ \ COOROY, QLD 4563 ACN 128459987
\ CLIENT
\ LIBBY & GREG BAYNTON
PROJECT
21 MAHER TCE
SUNSHINE BEACH
X& DATE
. FEBUARY 2024
SCALE
TREE PROTECTION SPECIFICATION — EXISTING VEGETATION MANAGEMENT 1:150 @A3
NO VEGETATION WORKS INCLUDING LOPPING AND REMOVAL TO TAKE PLACE UNTIL ALL RELEVENT APPROVALS DRAWING TITLE
REQUIRED BY LOCAL AUTHORITIES ARE IN PLACE. , ROAD RESERVE EXISTING VEGETATION
REMOVE ANY EXCESS SOIL/FILL FROM TREE ROOT ZONE AREA
INSTALL TREE PROTECTION ZONES BY BARRIER AROUND TREE DRIP LINE VEGETATION REMOVAL
NO CONSTRUCTION MACHINERY OR MATERIALS TO BE OPERATED OR PLACED WITHIN VEGETATION PROTECTION DRAWN DRAWING NO REVISION
ZONES : JH 290224/01 A
Page 6
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024
[OCR of page images]
EXISTING TREE TO REMAIN
TRIM & REMOVE DEADWOOD
REFER TO SPECIFICATION
FOR PROTECTION MEASURE
fos SS
ANS
. /
“of
Lap kes
/ Car Ae
/ oq NS
/
/
{ OSs,
SPECIFICATION
EXTENT OF WORKS
Contractor should take full account of documentation of civil engineering, Hydraulic and Electrical works, Landscape works are to
include the following
EXCAVATION AND DRAINAGE
Break up and remove any excess concrete slurry from construction works to achieve required planting depths. Excavate site soil to
a depth of 100mm. Break up remaining subgrade to a depth of 100mm. Drainage to be incorporated to all planting areas that are
enclosed by hard edging and not otherwise drained
TOPSOIL-SUPPLY AND INCOPORATION
Planting areas are to be progressively filled with premium grade blended organic garden soil mix to a minimum of 300mm depth
Soil to be an approved garden organic mix. Soil supplier as will as intended mix is to be nominated. Soil is to be mounded to
facilitate good drainage to hardstand areas (max 1:3 grade) and is to finish 50mm below edging after settlement. Organic additive
such as ‘Dynamic Lifter; is to be incorporated throughout the soil mix at the recommended rate. A slow-release fertiliser
‘Osmocote’ or equivalent is also to be incorporated with individual plantings in accordance with the manufacturer's
recommendations.
EDGING
Provide an aluminium garden edge to all garden beds were adjacent to grass areas. Line of edging to be set out and approved on
site prior to construction.
SHAPING OF GARDEN AREAS
Planting areas are to be finished in a gently mounded fashion to facilitate drainage of excess water and to show planting to the
best advantage. Contractor is to seek confirmation of finished levels prior to final plantings and application of mulch
CONTAINERISED PLANT MATERIAL
Plant material is to be approved by superintendent prior to planting. Planting is to be carried out in a manner consistent with
good horticultural practice. All 300 pot and large plant material is to be guyed and staked as per Detail ~ Advanced Container
Planting. Smaller plant stock is to be staked as necessary. Stakes shall not pass through the root ball of plant at time of planting
or any time thereafter.
Stock may be rejected if plants are:-
a) Undersized proportional to specified container size or is the root system if underdeveloped
b) Oversized proportional to specified container size or severely root bound
¢) Unbalanced or uncharacteristic of normal or specified growth pattern for the species
4) Not suitably acclimatised for the specific environment
e) Diseased, infested with pests or suffering from other form of significant stress
GARDEN MULCH
Mulch shall be hoop pine mulch to predominant depth of 75mm. Mulch is to be graded to avoid placement against green plant
stems and overflow from purpose formed edges, kerbs, and pathways.
TURF
a) Empire Zoysia sod depth 25mm
b) Turf to be laid within 24 hours of being cut
¢) Allow for ground preparation and deposition of 50mm imported garden loam topsoil
d) Turf to be closed butted and rolled in accordance with accepted practice to ensure a smooth even surface
MAHER
OO
7
COOKE
ALL
A
TREE PROTECTION SPECIFICATION — EXISTING VEGETATION MANAGEMENT uu
NO VEGETATION WORKS INCLUDING LOPPING AND REMOVAL TO TAKE PLACE UNTIL ALL RELEVENT APPROVALS =~ ™
REQUIRED BY LOCAL AUTHORITIES ARE IN PLACE. oS
REMOVE ANY EXCESS SOIL/FILL FROM TREE ROOT ZONE AREA
INSTALL TREE PROTECTION ZONES BY BARRIER AROUND TREE DRIP LINE
NO CONSTRUCTION MACHINERY OR MATERIALS TO BE OPERATED OR PLACED WITHIN VEGETATION PROTECTION
ZONES
TERRACE
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024
PLANT SCHEDULE
SYM BOTANICAL NAME POT SIZE QTY
MQ MELALEUCA QUINQUENERVIA 4sit 6
HT HIBISCUS TILIACEUS 100It 4
LL LOMANDRA LONGIFOLIA VERDAY 140mm 165
PN PENNISETUM NAFRAY PA300 140mm 130
TOTAL NUMBER OF TREES 10
TOTAL NUMBER OF GRASS TYPE PLANTS 295
LAYOUT — PLANT DENSITY AND GROUPING
Plant density will consist of layering, planting from low growing towards
taller species at the Centre of the garden area, grouping is encouraged.
to create a natural environment
TOTAL NUMBER OF TREES/SHRUBS TO BE REMOVED FIVE (5)
TOTAL NUMBER OF DEAD TREES TO BE REMOVED TWO (2)
TOTAL NUMBER OF TREES TO BE PLANTED TEN (10)
TOTAL NUMBER OF GRASS TYPE PLANTS TO BE PLANTED (295)
THIS DRAWING IS PROTECTED BY COPYRIGHT. JOHN HOPE DESIGN
RETAINS THE COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS
DO NOT SCALE OFF THIS DRAWING, VERIFY ALL DIMENSIONS ON SITE
JHD
JOHN HOPE DESIGNS
82 MARY RIVER ROAD
COOROY, QLD 4563
[email protected]
ABN 58080230747
ACN 128459987
CLIENT
LIBBY & GREG BAYNTON
PROJECT
21 MAHER TCE
SUNSHINE BEACH
DATE,
FEBUARY 2024
SCALE
1:150 @A3
DRAWING TITLE
ROAD RESERVE LANDSCAPE PLAN
PLANT SCHEDULE, SPECIFICATIONS
DRAWN DRAWING NO REVISION
JH 290224/02 A
Page 7
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024
[OCR of page images]
POOL AREA — Two feature trees have been included in this space,
These trees will provide additional privacy for the pool area, they are Hibiscus tiliaceus rubra
(01. \ LANDSCAPE PLAN - GROUND LEVEL
MAHER TERRACE HOUSE
LIBBY AND GREG BAYNTON
21 MAHER TERRACE
SUNSHINE BEACH Q, 4567
WESTERN FENCELINE GARDEN — Will consist of the following species.
i
Zs
Acronychia imperforate fraser island apple
Dichondra silver falls
Casuarina green wave & Casuarina cousin it
Trachelospermum jasminoides star jasmine
Ficus pumilia climbing fig
Westringia Sp coastal rosemary
Chinese star jasmine to climb on & over pool fence
SYM NAME POT SIZE QTy
OL OLEA Sp Olive tree Ex Ground or 100It 2
WF WATERHOUSA FLORIBUNDA 100LT a
HT HIBISCUS TILIACEUS RUBRA 1OOLT 2
Al ACRONYCHIA IMPERFORATA 300mm 12
CGG CASUARINA GLAUCA GRRENWAVE 200mm 40
CGC CASUARINA GLAUCA COUSIN IT 200mm 40
DSF DICHONDRA SILVER FALLS 140mm 60
WF WESTRINGIA FRUITICOSA COASTAL ROSEMARY 200mm 40
Td TRACHELOSPERMUM JASMINOIDES STAR JASMIN 140mm 48
FP FICUS PUMILIA CLIMBING FIG 140mm 10
BG BLECHNUM GIBBUM SILVER LADY FERN 200mm 20
ARCH
Feature rock.
TEC
Feature Olive Tree ey
SOUTH SIDEWAY — Will consist of the following species.
1. Waterhousa floribunda
2. Blechnum sp Silver lady fern
NOOSA COUNCIL
APPROVED PLAN
OPW23/0182
19 APRIL 2024
THIS DRAWING IS PROTECTED BY COPYRIGHT. JOHN HOPE DESIGN
RETAINS THE COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS
DO NOT SCALE OFF THIS DRAWING, VERIFY ALL DIMENSIONS ON SITE
JHD
JOHN HOPE DESIGNS
82 MARY RIVER ROAD
COOROY, QLD 4563
CLIENT
LIBBY & GREG BAYNTON
PROJECT
21 MAHEER TCE
SUNSHINE BEACH
DATE
FEBUARY 2024
SCALE
1:150 @A3
DRAWING TITLE
LANDSCAPE PLAN, PLANT SCHEDULE
DRAWN DRAWING NO REVISION
JH 150224/01 A
[email protected]
ABN 58080230747
ACN 128459987
Page 8
NOOSA COUNCIL APPROVED PLAN OPW23/0182 19 APRIL 2024 [OCR of page images] ~ REMOVE EXISTING VEGETATION. PROPOSED NEW PLANTING TO ROAD RESERVE REFER TO PLANT SCHEDULE (01 LANDSCAPE PLAN - BASEMENT LEVEL MAHER TERRACE HOUSE LIBBY AND GREG BAYNTON 21 MAHER TERRACE SUNSHINE BEACH Q, 4567 NEW TURF TO ROAD RESERVE NEW TURF TO ROAD RESERVE NEW DRIVEWAY REMOVE EXISTING DEAD TREES A a NOOSA COUNCIL APPROVED PLAN OPW23/0182 19 APRIL 2024 ee EXISTING TREE TO REMAIN PLANT SCHEDULE NAME POT SIZE ary HIBISCUS TILIACEUS RUBRA 100LT 5 LOMANDRA LONGIFOLIA VERDAY 140mm 135 PENNISETUM NAFRAY PA300 140mm 165 THIS DRAWING IS PROTECTED BY COPYRIGHT. JOHN HOPE DESIGN RETAINS THE COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS DO NOT SCALE OFF THIS DRAWING, VERIFY ALL DIMENSIONS ON SITE JHD JOHN HOPE DESIGNS [email protected] 82 MARY RIVER ROAD ABN 58080230747 COOROY, QLD 4563 ACN 128459987 CLIENT ! LIBBY & GREG BAYNTON i PROJECT 21 MAHEER TCE SUNSHINE BEACH DATE FEBUARY 2024 SCALE 1:150 @A3 DRAWING TITLE LANDSCAPE PLAN, PLANT SCHEDULE DRAWN DRAWING NO REVISION JH 150224/02 A
Used in these records
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