Original source · versioned page text
Attachment 1 - Proposal Plans
Very large file: it may take a few minutes
The original of this document is very large (12.1 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawnfor develop approval PROJECT: Tooth Landscape Design Drawings Address: 1/15 Howard Street, Noosaville, QLD, 4566 Council: Noosa General Notes ISSUED DRAWINGS: DATE OF ISSUE: ISSUED REVISION: SURVEY DRAWINGS Sur 01: Not Engaged Do not scale from drawings. All set outs, dimensions & levels to be confirmed on-site by the contractor. STRUCTURAL ENGINEERS DRAWINGS SUPERSEDE ARCHITECTURAL DRAWINGS LANDSCAPE STRUCTURAL DRAWINGS INCLUDING ANY PROPOSED DRAINAGE DETAILS. A01: Not Engaged The Contractor is solely responsible to verify the location of all boundary lines, pegs, underground services, easements & any governing restrictions of the site prior to the LANDSCAPE DRAWINGS commencement of any earthworks or construction. Temple Outdoor Design & Living takes no responsibility for their accuracy. L01: SITE ANALYSIS 24.5.21 ISSUED These specifications shall be read in conjunction with all L02: LANDSCAPE SKETCH LAYOUT architectural, engineering and other consultants drawings 24.5.21 ISSUED and specifications and with such other written instructions L03: 3D VISUALISATIONS 4.6.21 ISSUED as may be issued during the course of the contract. L04: MASTERPLAN 4.6.21 ISSUED All structural works where applicable to be approved by the consulting Engineer prior to work commencing. All drainage L05: HORTICULTURAL DESIGN & SPECIFICATIONS 9.6.21 ISSUED details & levels shown shall be deemed as 'Proposed' only. Please refer to future Hydraulic Engineers details for final L06: PROPOSED LEVELS 9.6.21 ISSUED drainage locations & specifications. L07: PROPOSED STRUCTURAL SET OUT 9.6.21 ISSUED All discrepancies shall be referred to the designer for decision before proceeding with the work. Dimensions shall L08: PROPOSED MATERIAL SCHEDULE 9.6.21 ISSUED not be obtained by scaling the drawings. During construction, the structure shall be maintained in a stable L09: PROPOSED SPECIFICATIONS 9.6.21 ISSUED condition and no part shall be over-stressed. All workmanship and material shall be in accordance with the requirements of the SAA codes and the By- laws and ordinances of the relevant building authority. Refer to Architectural & Engineering drawings for set-out dimensions. The waterproofing of structures in this design are the builder’s responsibility. The contractor is responsible to locate ALL services prior to commencing any earthworks. DIAL BEFORE YOU DIG www.1100.com.au
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 9 pages
Page 2
WINTER SUN POSITION
9:00 AM 12:00 PM 4:00 PM
NOOSAVILLE NOOSAVILLE NOOSAVILLE
EXISTING SITE IMAGES July 1 July 1 July 1
TOW: 3.710
N
N
N
SUMMER SUN POSITION
EXISTING PAINTED TIMBER DECK
FSL: 2.000
TOW: 3.710 4:00 PM
7120
NOOSAVILLE
January 1
EXISTING 1710mm HIGH
RENDERED & PAINTED MASONRY
N
EXISTING POOL PUMP
BLOCKWORK WALL
1855 EXISTING FRAMELESS GLASS
POOL FENCE & GATE
12:00 PM
TBM: 2000 ASSUMED NOOSAVILLE
STEP 1
A/C A/C January 1
TIMBER BATTEN FENCE
-Batten Size: 40x19mm TOW: 3.740 FSL: 1.600
-Post Size: 70x90mm
STEP 1
EXISTING EXPOSED AGGREGATE
1105
RL: 1.750
CONCRETE STEP EXISTING 400x400mm
N
RL: 1.980 CONCRETE PAVERS
9:00 AM
RL: 2.120
NOOSAVILLE
EXISTING 2110mm HIGH January 1
EXISTING BENCH SEAT AND STORAGE
RENDERED & PAINTED MASONRY
TOW: 3.740 BLOCKWORK WALL
EXISTING GARDEN TOW: 3.710
FSL: 1.600
N
EXISTING 2100x2300mm IN-GROUND SPA
TO
W
:3
EXISTING 1900mm HIGH
.5
0 0
RENDERED & PAINTED MASONRY
BLOCKWORK WALL
DECORATIVE PEBBLE IN PAVEMENT
For Development Application Only
0418 425 231
Revision Description Date By. Project Address: Sheet:
Scale: 1:75
A.B.N. 45089234363
1/15 Howard Street, Noosaville, QLD, 4566 L01 A
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
[email protected] Nicole Tooth
www.templeoutdoor.com.au
Proud member of:
Landscape Queensland Date: 19/5/21 Project No: 000109 Drawing Stage: For D.A.
AILDM
Noosa Property Hub
A INITIAL SUBMISSION 21/5/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 3
BENCH SEAT TO OPEN AT INTERVALS FOR
STORAGE
-To be styled with outdoor cushions to future
selection
OPTIONAL ECO FIRE PIT
FLOATING STYLE MASONRY STEP
PROPOSED TIMBER BENCH SEAT
SYNTHETIC TURF -Colour finish to boards: White to future colour
-Adds colour & material contrast selection
-Rendered face: Rendered Foam Panel on treated
pine sub-frame
OPTION TO RELOCATED A/C UNITS -Colour finish: to future colour selection
COMPOSITE DECKING
PROPOSED POOL PUMP LOCATION
WITH ALUMINUM BATTEN SCREEN &
GATE TO 1200mm HIGH
FRAMELESS GLASS POOL FENCE
-Shall meet: AS1926.1 2007 MP 3.4
A/C A/C PROPOSED GARDEN FOR WALL CLIMBING
POOL PLANTS WITH DECORATIVE PEBBLE
PRIVACY FENCE PUMP
-Material: Aluminum Post & Battens DOOR TO BE REMOVED AND WALL REPAIRED AS
-Min 1800mm high PER EXISTING MASONRY
Meets AS: 1926.1 2007 MP 3.4 PRIVACY SCREEN
-Proposed Modern Powdercoated Aluminum with
4500 50x50mm battens
FLOATING STYLE MASONRY -Refer to L03 Visualisations
STEP OVER DECK -Height 3080mm above deck
2100 PROPOSED PLUNGE POOL
-Size: 4500x3000mm
BENCH SEAT AT POOL SHALLOW END BENCH SEAT IN POOL
EXISTING GARDEN
FLOATING MASONRY BENCH SEAT
DAY BED -Floats over decking
-Material: Millboard Composite Decking
-Style with outdoor cushions PERGOLA OVER POOL
-Proposed Modern Aluminum L Shape
PRIVACY FENCE
-Refer to L03 Visualisations
-Material: Aluminum Post & Battens
-Pergola to assist with privacy screening
-Min 1800mm high
Meets AS: 1926.1 2007 MP 3.4
JAVA DECORATIVE STONE
POOL EDGE STRIP
-Proposed Honed Concrete
GLASS BLOCK WALL
-Backlit by Led Strip Lighting
GLASS BLOCK WALL
POOL STEPPERS
-Backlit by Led Strip Lighting -Proposed Honed Concrete Steppers
-Steppers depth 300mm to pool base
For Development Application Only
0418 425 231
Revision Description Date By. Project Address: Sheet:
Scale: 1:75
Concept Design drawings are not to be read, used or interpreted as 1/15 Howard Street, Noosaville, QLD, 4566 L02 B
construction drawings. A.B.N. 45089234363
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
These drawings are not to be used for the set-out of any works. Concept
[email protected] Nicole Tooth
www.templeoutdoor.com.au
drawings are only intended to describe the design intent as a visual Proud member of:
Date: Project No: 000109 Drawing Stage:
Landscape Queensland 19/5/21 For D.A.
interpretation only. AILDM
Noosa Property Hub
B SKETCH REV B 3/6/21 JB
A PRELIMINARY 24/5/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 4
Propose Inclusion of
Outdoor Cushions
Bench Seat to Open as
Storage
Assumed View Down From
Neighbouring Building
Future Plantings to Assist
With Privacy
Revision Description Date By. Project Address: Sheet:
0418 425 231 Scale:
A.B.N. 45089234363
1/15 Howard Street, Noosaville, QLD, 4566 L03 B
Project visualisations are only intended to describe the design intent as a Suite 7/10 Thomas St,
Client Name: Design:
Noosaville, QLD, 4566
visual interpretation only. The visualisations do not depict exact materials, [email protected] Nicole Tooth
plant species or critical elevations. Refer to the specific landscape drawing or www.templeoutdoor.com.au
engineering/building design drawings for construction detailing. Proud member of:
Landscape Queensland Date: 4/6/21 Project No: 000109 Drawing Stage: For D.A.
AILDM B Masterplan 4/6/21 JB
Noosa Property Hub
A PRELIMINARY 24/5/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 5
ECO FIRE PIT
PROPOSED PLANTS
BENCH SEAT TO OPEN AT INTERVALS FOR
STORAGE
-To be styled with outdoor cushions to future
selection
SMOKED OAK COMPOSITE DECK
OPTIONAL ECO FIRE PIT
Alcantarea imperialis FLOATING STYLE MASONRY STEP
'Rubra' PROPOSED TIMBER BENCH SEAT
Exposed Honed Concrete 'Snow Drift'
-Colour finish to boards: White to future colour
SYNTHETIC TURF selection
-Adds colour & material contrast -Rendered face: Rendered Foam Panel on treated
pine sub-frame
OPTION TO RELOCATED A/C UNITS -Colour finish: Shale Grey
REPLACE EXISTING DECKING BOARDS
PROPOSED POOL PUMP LOCATION
-New Boards: Millboard Composite Decking
WITH ALUMINUM BATTEN SCREEN &
-Finish: SMOKED OAK'
GATE TO 1200mm HIGH
Hedera helix
FRAMELESS GLASS POOL FENCE
-Shall meet: AS1926.1 2007 MP 3.4
GLASS BRICKS
A/C A/C English Ivy Planting to Climb on Wall Face
PRIVACY FENCE
POOL
-Material: Aluminum Post & Battens PUMP
-Min 1800mm high DOOR TO BE REMOVED AND WALL REPAIRED AS
Meets AS: 1926.1 2007 MP 3.4 PER EXISTING MASONRY
PRIVACY SCREEN
POOL STEPS
-Proposed Modern Powdercoated Aluminum with
1800mm
4500 50x50mm battens
FLOATING STYLE MASONRY -Refer to L03 Visualisations
STEP OVER DECK -Height 3080mm above deck
-Exposed Honed Concrete
'Snow Drift' 2100
450mm WIDE BENCH SEAT IN POOL
PROPOSED CONCRETE PLUNGE POOL
BENCH SEAT AT POOL SHALLOW END -Size: 4500x3000mm
PROPOSED COLOUR PALLET 1000mm
EXISTING GARDEN
FLOATING MASONRY BENCH SEAT
DAY BED -Floats over decking
-Material: Millboard Composite Decking
'SMOKED OAK'
-Style with outdoor cushions PERGOLA OVER POOL
-Proposed Modern Aluminum L Shape
PRIVACY FENCE
-Refer to L03 Visualisations
-Material: Aluminum Post & Battens
-Pergola to assist with privacy screening
-Min 1800mm high
Meets AS: 1926.1 2007 MP 3.4 GLASS BLOCK WALL JAVA DECORATIVE STONE
-Backlit by Led Strip Lighting
English Ivy Planting to Climb on Wall Face OPTIONAL POTS WITH GLASS BLOCK WALL
ACCENT PLANTING -Backlit by Led Strip Lighting
-Pot Colour: Teal POOL EDGE STRIP
POOL STEPPERS -Accent Plant: Alcanterea rubra -Proposed Honed Concrete
-Proposed Honed Concrete Steppers -Concrete Colour: Snow Drift
-Steppers depth 300mm to pool base
-300x1000mm
For Development Application Only
0418 425 231
Revision Description Date By. Project Address: Sheet:
Scale: 1:75
Concept Design drawings are not to be read, used or interpreted as 1/15 Howard Street, Noosaville, QLD, 4566 L04 C
construction drawings. A.B.N. 45089234363
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
These drawings are not to be used for the set-out of any works. Concept
[email protected] Nicole Tooth
www.templeoutdoor.com.au
drawings are only intended to describe the design intent as a visual Proud member of: C PRELIMIANRY MASTERPLAN 4/6/21 JB
Date: Project No: 000109 Drawing Stage:
Landscape Queensland 4/6/21 For D.A.
interpretation only. AILDM
Noosa Property Hub
B SKETCH REV B 3/6/21 JB
A PRELIMINARY 24/5/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 6
TYPICAL POT PLANTING DETAIL
1 SCALE 1:50
Proposed Plant List
ID Qty Common Name Botanical Name Scheduled Size Mature Height Mature Spread Remarks
Climbing Plants
IRRIGATION
Hh 7 English Ivy Hedera helix 200mm 0.3 - 0.45m 0.3 - 0.6m Soft fix creeper growth to wall
-Automatic Microspray
Aquatic Plants
-Rainbird or similar
AeR 3 Imperial Bromeliad Alcantarea extrensa 'Rubra' 300mm 0.9-1.2m 0.9-1.2m
Total 10 300mm depth of premium imported
garden soil
Granular Material
Drainage hole in pot
PROPOSED PLANTS
Any discrepancies found in the planting schedule or within the
drawing should be immediately brought to the attention of TYPICAL SHRUB PLANTING DETAIL
2 SCALE 1:50
Temple Outdoor Design & Living for clarification. Specifications
take precedence over notation found on the drawing if
discrepancies occur. No substitutions are to be made without
approval.
Java Stone
-50mm depth
Plants shall be container grown, well formed, with vigorous IRRIGATION
Alcantarea imperialis -Automatic Microspray
growth, pest and disease free, true to species stated and SYNTHETIC TURF -Rainbird or similar
nominated size on the plant schedule. Plants shall have a 'Rubra' -Type: Platinum Rise
healthy root system free from being root bound. All trees to have Geotextile fabric layer
a single leading shoot, dependent on species. All shrubs to be 300mm depth of premium imported
container grown & of vigorous health. Shrubs to be a minimum garden soil
of 300mm high unless otherwise stated. Cultivated Subgrade
A/C A/C
POOL
PUMP
All fertiliser to be applied as per manufacturer recommendations
& rates. Apply agriform or similar slow release 10g fertilizer
3-Hedera helix
tablets 20-4, 3-4,1. NPK to all plants at the following rates:
125mm pots - 1 tablet, 140-200mm pots - 2 tablets, 300mm
1800mm
pot - 3 tablets, 45litre bag - 4 tablets Turf areas: Completed lawn
fertiliser. N:P:K. 10:4:5. Natives: Slow release native fertiliser Hedera helix
N:P:K. 18:2:6:10 SYNTHETIC TURF
-Type: Platinum Rise
Plants must be watered at the root ball immediately before &
after planting. Plant containers to be removed before planting. All All garden areas are to be mulched to a depth of 100mm with an organic
plants to be securely held by the soil. Backfilled soil is to be mulch, e, g,pine bark fines. Finish mulch flush with adjoining edges and 1000mm
lightly firmed to ensure contact with the root system. ensure mulch depth is reduced around stem of plants. All weed matter
Cultivate all sub-grades and turf areas by deep ripping to a should be removed prior to placement of mulches. Separate organic
depth of 300mm. Apply gypsum at a rate of 1kg/m2 to ripped mulch from foundations and structures with a 300mm deep aggregate
soil. Excavation of the planting trench is to be no deeper than termite barrier.
the volume of the root ball & a minimum twice as wide as the
root ball width. Apply Organic matter 200mm deep over ripped
soil. Apply imported soil to prepared planting holes if the
excavated soil is unsuitable for backfilling of the planting trench. All new plant stock to be watered every third (3) day at a rate of approx.
5 litres per plant for the first 12 weeks. Continue this watering cycle in
times of prolonged or excessive temperatures. Please refer to local
Imported soil to be premium quality loam free from weeds & government guidelines relating to garden water use & or restrictions.
debris. Imported soil unless otherwise stated is to be placed in
all garden beds & turf areas to a minimum depth of: Turf Areas: 4-Hedera helix
150mm Garden Beds: 300mm Imported soil for gardens to be a Pruning is recommended to be conducted on a bi-annual basis or as
standard "Amgrow/Garden King" premium garden blend or 3-Alcantarea extrensa 'Rubra'
needed to maintain vigorous plant growth.
similar to AS4419 consisting of 60% Composted Organics, 40%
Mineral Components & a pH of 6.0 - 7.0 and Lawn Care to
AS4419 consisting of 70% Composted Organics, 30% Mineral In the event that staking is required the following criteria is applicable:
Components, & a pH of 6.0 -7.0
Native Areas: To be a premium low phosphorus native blend soil
mix. Turf Areas: To be a premium turf underlay consisting of
Plant to be staked with a minimum of two (2) 50 x 50 x 1800mm
hardwood timber stakes. For Development Application Only
sand, soil, composted organics resulting in a free draining soil
structure for turf establishment.
0418 425 231
Revision Description Date By. Project Address: Sheet:
Scale: 1:100
75
The contractor is responsible for the removal & disposal of all 1/15 Howard Street, Noosaville, QLD, 4566 L05
spoilt or excess material excavated during the process of A.B.N. 45089234363
Suite 7/10 Thomas St,
implementing the landscape project. Noosaville, QLD, 4566 Client Name: Design:
[email protected] Nicole Tooth
www.templeoutdoor.com.au
Proud member of:
Landscape Queensland Date: 7/6/21 Project No: 000109 Drawing Stage: Preliminary
AILDM
Noosa Property Hub
:rNo :rDate :rBy Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 7
TOW: 3.710 North Elevation
1 SCALE 1:50
EXISTING MASONRY WALL TOP: 4.680
TOS: 4.680
TOW: 3.710
TOW: 3.500
FSL: 2.000
TOW: 3.710
EXISTING MASONRY WALL
MIN 1% FALL INTO SUB-SURFACE CHANNEL DRAIN
TBM: 2.000 (ASSUMED)
MIN 1% FALL INTO SUB-SURFACE CHANNEL DRAIN
BENCH SEAT
TBM: 2000 ASSUMED
1000 DEEP (SOUTH END)
A/C A/C
FSL: 1.850 EXISTING DWELLING
POOL
PUMP FSL: 1.600
TOW: 3.740 FSL: 1.700
FSL: 1.850 1800 DEEP
TOS: 4.680
RL: 1.980 FSL: 1.700
TOP: 4.680
FSL: 1.830
LEGEND
RL: 1.700
P-TOP: 100.00 PROPOSED TOP OF SCREENING
TOW: 3.740 P-TOP: 100.00 PROPOSED TOP OF PERGOLA
RL: 1.550 TOW: 3.710
RL: 1.700 P-BOW: 100.00 PROPOSED BOTTOM OF WALL
P-TOW: 100.00 PROPOSED TOP OF WALL
FSL: 1.600
MIN 1% FALL TO PROPOSED PIT DRAIN 100.00 EXISTING SURVEY LEVELS
P-RL: 100.00 PROPOSED LEVELS
TO
TO
TO
W
W
:3
:3
W
:3
.5
.5
P-FFL: 100.00 PROPOSED FINISHED FLOOR LEVELS
00
00
.5
00
P-FSL: 100.00 PROPOSED FINISHED SURFACE LEVELS
100.00 SURVEY CONTOURS
MIN 1% FALL TO PROPOSED PIT DRAIN
For Development Application Only
0418 425 231
Revision Description Date By. Project Address: Sheet:
Scale: 1:75
A.B.N. 45089234363
1/15 Howard Street, Noosaville, QLD, 4566 L06 A
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
[email protected] Nicole Tooth
www.templeoutdoor.com.au
Proud member of:
Landscape Queensland Date: 9/6/21 Project No: 000109 Drawing Stage: For D.A.
AILDM
Noosa Property Hub
A INITIAL SUBMISSION 9/6/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 8
North Elevation
1 SCALE 1:50
EXISTING MASONRY WALL FIXINGS AND CONCRETE DETAILS
TO ENGINEERS FUTURE DRAWINGS
4170 935 4215
2000 EXISTING MASONRY WALL
150
935
180
150
2380
34 50
2680
2870
Frameless glass pool fence to
1900
meet AS: 1926.1 2007 MP 3.4
500
590
TBM: 2.000 (ASSUMED)
6100
100
20
150
150
400
BENCH SEAT LED LINEAR LIGHT STRIP
TO INTERNAL BORDER
1000 DEEP (SOUTH END) OF GLASS BLOCK WALL
1000
4250
600 EXISTING DWELLING
3580
PROPOSED CONNECTION POINT FIXINGS AND CONCRETE DETAILS
1855 FOR SCREEN ON EXISTING WALL. TO ENGINEERS FUTURE DRAWINGS
890 REFER TO ENGINEERS FUTURE DRAWINGS 1800 DEEP
917
TBM: 2000 ASSUMED
A/C A/C
565
POOL
965
965
3000
PUMP
Glass Brick Feature Elevation
2 SCALE 1:50 BATTEN FENCE
South Fence Elevation
370
Material: Aluminum & Hardwood with Knotwood Battens
400
3 SCALE 1:50 Finish: Powdercoated White
100
1323
290 100 50mm RAD Post: 90x90mm
1223 90 Battens: 50x50mm
1105
1112
4500 Rails: 100x20mm
51
100
3000
3300
645 2100
190
1764 190
RENDERED &
2675
PAINTED HEBEL Non Climb Zone
3268
SURROUND
100 60 431
1000
1150
300 50
1900
1802
1800
300
1700
1900
100
190x190x80mm
180
GLASS BLOCKS
389 1323 100 Finish: Wave
1340 1323 303
3560
47
100
20 11 50
LIGHTING LEGEND
Linear Flex LED Strip Light
0418 425 231
Revision Description Date By. Project Address: Sheet:
Scale: 1:75
In Deck Uplight
A.B.N. 45089234363
1/15 Howard Street, Noosaville, QLD, 4566 L07 A
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
[email protected] Nicole Tooth
www.templeoutdoor.com.au
Accent Light
Proud member of:
Landscape Queensland Date: 9/6/21 Project No: 000109 Drawing Stage: For D.A.
AILDM
Noosa Property Hub
A INITIAL SUBMISSION 9/6/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 9
HONED CONCRETE EXAMPLE
LINEAR FLEX LED STRIP LIGHTING
MILLBOARD DECKING
SMOKED OAK
IN DECK LIGHTING
DULUX VIVID WHITE
-Fencing
-Opening Seat Top
JAVA PEBBLE
INTERNAL POOL RENDER
-Glass bead render
-Finish: Mediterarean ACCENT LIGHTS
FLOATING STEPS EXAMPLE
PROPOSED COLOUR PALLET
GLASS BLOCKS
Finish: Wave
FRAMELESS GLASS POOL FENCING
HONED MASONRY
-Boral 'Snow Drift'
FACE OF SEAT
-Colour Finish: Shale Grey
ECO FIRE PIT
Revision Description Date By. Project Address: Sheet:
0418 425 231 Scale:
A.B.N. 45089234363
1/15 Howard Street, Noosaville, QLD, 4566 L08 A
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
[email protected] Nicole Tooth
www.templeoutdoor.com.au
Proud member of:
Landscape Queensland Date: 9/6/21 Project No: 000109 Drawing Stage: For D.A.
AILDM
Noosa Property Hub
A INITIAL SUBMISSION 9/6/21 JB Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au
Page 10
Pool fencing shall be 10mm thick grade A toughened glass to a
Spot levels take precedence over contour lines & ground contours min 1200mm high with base plate stainless steel spigots to
General Notes 1. Subsoil drains are to be provided at the base of all retaining walls, lines. All levels are to be checked & confirmed prior to any construction AUS/NZ 1926.1.2007 QLD MP 3.4. Spigots may be base plated,
garden beds or batters where applicable. Channel drains & or pit work commencing by the contractor. or core drilled. Pool gates may be 8mm thick grade A toughened
drains to be installed where applicable by the contractor. All surface glass.
water to freely drain away from the dwelling with no pooling of water to
occur. See Hydraulic layout or Engineers drawings for drainage details Warranty: No warranty is given for the accuracy of service locations or
if available. Drainage is to be at the responsibility of the contractor to documentation of existing services. It is the contractor’s responsibility
Do not scale from drawings. All set outs, dimensions & locate & install if no hydraulic plans are available & must meet the to locate and if required, re locate services. Notification is to be given
Material: Retaining walls shall be 200 series, core-filled, reinforced &
levels to be confirmed on-site by the contractor. applicable Australian standards or local authority bi laws. All to the designers of such proposed changes.
cement rendered concrete block wall on concrete subbase/footing to
subsurface & surface drainage to be installed by a licensed contractor.
engineer’s future detail to nominated colour finish.
STRUCTURAL ENGINEERS DRAWINGS SUPERSEDE Requirement: Before commencing any earthworks, locate and mark
LANDSCAPE STRUCTURAL DRAWINGS INCLUDING ANY 2. Subsurface drainage, including drainage behind retaining walls is to existing underground services in the areas which will be affected by
Masonry Retaining Wall (extension of existing rear wall)
PROPOSED DRAINAGE DETAILS. be 100mm slotted agricultural pipe 'Ag Pipe' with geotextile sock the earthwork’s operations including clearing, excavating and
Material: Textured blockwork to match existing wall type.
attached complying with AS 2439.1 & geotextile fabric complying with trenching.
The Contractor is solely responsible to verify the location of AS 3705 & AS 3706. All fittings such as; elbows, tees, couplings & Utility services: Contact DIAL BEFORE YOU DIG to identify location of
all boundary lines, pegs, underground services, easements caps shall comply with AS 2439.1 & only the manufacturers underground utility services pipes and cables.
& any governing restrictions of the site prior to the Option 1: Honed Concrete.
recommended fittings shall be used.
commencement of any earthworks or construction. Temple
Outdoor Design & Living takes no responsibility for their 3.The bottom of all trenches for subsurface drainage to be General: Use proprietary fasteners capable of transmitting the loads
accuracy. constructed so no localised pooling shall occur. All trenches shall have imposed, and sufficient for the rigidity of the assembly to A/S.
Product: Millboard Decking
a minimum longitudinal design grade of 2%. Trenches to be a Engineers details take precedence.
These specifications shall be read in conjunction with all Finish: Smoked Oak
minimum of 300mm wide x 450mm deep & below subgrade level. Waste Management
architectural, engineering and other consultants drawings Size: 176x32mm
It shall be the contractor’s responsibility to ensure the removal of
and specifications and with such other written instructions 4. Agricultural drains shall lay on a bed of 20mm crushed rock to a material & disposal of construction waste material off site to the
as may be issued during the course of the contract. minimum depth of 150mm & back filed on all sides to a depth 100mm requirements of the relevant authorities.
minimum. Stormwater drains to have a minimum fall of 1:100 Material: Java Stone
It shall be the contractor’s responsibility to ensure all organic and
All structural works where applicable to be approved by the Depth: 50mm
construction waste generated is safely contained and poses no
consulting Engineer prior to work commencing. All drainage 5. All surface drainage systems must comply with AS/NZS 3500.5. Lay on a base of Bidum geotextile fabric and compact.
contamination threat to surrounding areas.
details & levels shown shall be deemed as 'Proposed' only. with a minimum fall of 1:100 all surface water must be graded away
Please refer to future Hydraulic Engineers details for final from buildings with a minimum grade of 1:20 over the first metre.
drainage locations & specifications. It shall be the contractor’s responsibility to rehabilitate any area that
6. INLET PITS shall be Reln 300 series for all courtyard areas & Reln Colour: Dulux Vivid White.
may be affected during the construction process.
All discrepancies shall be referred to the designer for 600 series for turf areas. Height:1900mm (min) See elevations.
decision before proceeding with the work. Dimensions shall Battens: 50x50mm Powdercoated Aluminium.
not be obtained by scaling the drawings. During 7. Surface Water Drainage - Surface water must be diverted away Posts: 90x90mm laminated & primed hardwood.
It shall be the contractor’s responsibility to ensure all sediment control
construction, the structure shall be maintained in a stable from the building as follows: (a) Slab-on-ground — finished ground Rails: 100x20mm dresses & primed hardwood.
measures are in place to the minimum Australian standards.
condition and no part shall be over-stressed. level adjacent to buildings: the external finished surface surrounding the
slab must be drained to move surface water away from the building
All workmanship and material shall be in accordance with and graded to give a slope of not less than 50 mm over the first 1 m Landscape drawings are to be read in conjunction with all engineering
Refer to engineers future detail.
the requirements of the SAA codes and the By- laws and from the building. (b) Slab-on-ground — finished slab heights: the drawings. Engineering drawings take precedence.
ordinances of the relevant building authority. Refer to height of the slab-on-ground above external finished surfaces must be
Architectural & Engineering drawings for set-out dimensions. not less than 50 mm above impermeable (paved or concreted areas) Material: Aluminium
The waterproofing of structures in this design are the that slope away from the building in accordance with (a); or 150 mm in The consulting engineers shall inspect all structural reinforcement prior Post: 150x60mm (Proposed Only)
builder’s responsibility. any other case. (250mm MIN. height provided from platform level) (c) to commencement of any works associated that may include but not Battens: 50x50mm
The ground beneath suspended floors must be graded so that the limited by: Colour Finish: Dulux Vivid White
The contractor is responsible to locate ALL services prior to area beneath the building is above the adjacent external finished • Structural reinforcement for all concrete.
commencing any earthworks. DIAL BEFORE YOU DIG ground level and surface water is prevented from ponding under the • Structural reinforcement for the core filled concrete block walls.
www.1100.com.au building. • Concrete quality.
8. Subsoil drainage - Where a subsoil drainage system is installed to
divert subsurface water away from the area beneath a building, the All Wall Surfaces: Dulux Vivid White.
It shall be the contractor’s responsibility to ensure a safety
subsoil drain must— (a) be graded with a uniform fall of not less than On deck seating:
management plan for the construction site is in place to ensure all -Boards: Dulux Vivid White
1:300; and (b) discharge into an external silt pit or sump with— (i) the potential hazards are documented & WHS action plan implemented.
level of discharge from the silt pit or sump into an impervious drainage -Face Board: Dulux Shale Grey
The contractor shall ensure the project site complies with all WHS
line not less than 50 mm below the invert level of the inlet and (ii) -Screening & Pergola powdercoated Dulux Vivid White
laws.
provision for cleaning and maintenance.
9. Stormwater Drainage Where a stormwater drainage system is Proposed Supplier: Gardens at Night P/L
Material: Honed Exposed Concrete (Steps)
installed, it must comply with the following: (a) The position and manner Strip LED Lighting for steppers from carport: Linear Side Flex.
Type: Boral Snow Drift Decking accent lights: Inground Black 1.
of discharge of the stormwater drainage system must be to the
satisfaction of the appropriate authority. (b) The stormwater drainage Pot uplights: Accent Black 8
system must be designed so that any overflow during heavy rain
periods is prevented from flowing back into the building. (c) Cover to
stormwater drains: the cover to 90 mm Class 6 UPVC stormwater
drains installed underground must be not less than— Finish: Glass Bead
I. under soil — 100 mm; or Hinged H3 Treated Pine Frame
Colour: Mediterranean
II. under paved or concrete areas—50mm; or Waterproof all internal linings
III. under areas subject to light vehicle traffic— Boards: 86x19mm Mixed Hardwood
IV. reinforced concrete—75mm; or Board Finish: Dulux Vivid White.
paved — 100 mm. Facade: Rendered Foam on Treated Pine Subframe.
Facade Colour Finish: Shale Grey,
Revision Description Date By. Project Address: Sheet:
0418 425 231 Scale:
A.B.N. 45089234363
1/15 Howard Street, Noosaville, QLD, 4566 L09
Suite 7/10 Thomas St,
Noosaville, QLD, 4566 Client Name: Design:
[email protected] Nicole Tooth
www.templeoutdoor.com.au
Proud member of:
Landscape Queensland Date: 19/5/21 Project No: 000109 Drawing Stage: For D.A.
AILDM
Noosa Property Hub
Council: Noosa Drawn By: JB Project Revision:
This design is covered by copyright & may not be reproduced without written permission from the author. The drawing refers to the overall design intent and may require structural engineers certification for construction elements. Intent of work is only shown and these drawings do not imply tactic approval for their structural integrity. No responsibility can be taken for construction, therefore any construction
© 2020 TEMPLE outdoor design & living works must be approved by an engineer and or a registered building certifier. TEMPLE Outdoor Design & Living recommends to use only licensed contractors. Check all measurements onsite prior to quatation or construction. Dial before you dig www.1100.com.au