Original source · versioned page text
23110 Op Works Issue 20-12-2023
David Low Way Duplex 206 David Low Way, Peregian Beach Landscape Architecture Drawing No. Title LA0-001 TITLE PAGE LA0-002 COVER SHEET LA1-001 EXTERNAL WORKS PLAN LA1-201 EXTERNAL WORKS PLAN LA2-001 PLANTING PLAN LA2-201 PLANTING PLAN LA4-001 LANDSCAPE DETAILS LA5-001 MATERIALS AND FINISHES SCHEDULE LA5-002 MATERIALS AND FINISHES SCHEDULE LA6-001 LANDSCAPE SPECIFICATION LA6-002 LANDSCAPE SPECIFICATION LA6-003 LANDSCAPE SPECIFICATION LA6-004 LANDSCAPE SPECIFICATION [email protected] David Low Way Duplex TITLE PAGE Project No. Drawing Issue NOT FOR CONSTRUCTION 23110 LA0-001 C 9 Fort Lane Milton Qld 4064 206 David Low Way, Peregian Beach Issue Date Purpose Drawn Approved PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG ©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG urban landscape architecture drawings are protected by copyright and may not wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
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Page 2
PLANTING SCHEDULE LEGEND NOTES
MINIMUM PLANT SIZE DC DRAINAGE CONDUIT THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE LANDSCAPE SPECIFICATION
CODE BOTANICAL NAME COMMON NAME QTY MINIMUM POT SIZE (mm) HGT x SPRD ED1 STEEL GARDEN EDGE AND MATERIALS AND FINISHES SCHEDULE.
IC IRRIGATION CONDUIT VERIFY THE LOCATION OF ANY EXISTING SERVICES BEFORE COMMENCING EXCAVATION
Trees and Palms PA1 STONE STEPPERS - ORGANIC WORKS.
PA2 STONE STEPPERS - LINEAR VERIFY DIMENSIONS ON SITE AND USE FIGURED DIMENSIONS ONLY. DO NOT SCALE FROM
ACM HEM Acmena hemilampra Broad-leaved Lilly Pilly 6 100lt 2000 x 1000
PE1 NAMBUCCA RIVER PEBBLE THESE DRAWINGS.
ACR IMP Acronychia imperforata Fraser Island Apple 17 300mm 1200 x 800 PL1 PLANTING AREA - IN GROUND ALL EXTERNAL WORKS ARE TO COMPLY WITH AS1428 DESIGN FOR ACCESS AND MOBILITY
HOW FOR Howea forsteriana Kentia Palm 3 45lt 1800 x 1000 PL2 PLANTING AREA - CONTAINERISED PARTS 1-4 AND AS4586 SLIP RESISTENCE CLASSIFICATIONS.
PAN TEC Pandanus tectorius var. Screw Pine 2 100lt 1800 x 1000 SSD SUBSOIL DRAINAGE ALL TACTILE GROUND SURFACE INDICATORS TO BE INSTALLED TO COMPLY WITH AS1428
pedunculatus TR1 WIRE TRELLIS PARTS 1&4.
TU1 TURF AREA FINAL SURFACE LEVELS ARE TO BE VERIFIED ON SITE.
ALL EXTERNAL PAVEMENTS TO FALL 1:75 TO DRAIN OUTLET UNLESS SHOWN OTHERWISE.
Shrubs and Accents TREE ADJACENT SURFACES ARE TO BE CONSTRUCTED FLUSH UNLESS OTHERWISE SHOWN.
AOT LAN Aotus lanigera Woolly Aotus 15 140mm 300 x 200 UNLESS OTHERWISE SHOWN, LANDSCAPE AREAS ARE TO BE GRADED EVENLY WITH NO
AUS DUL Austromyrtus dulcis Midgenberry 25 140mm 300 x 200 EXISTING TREE TO BE REMOVED PONDING.
BLE NUD Blechnum nudum Fishbone Waterfern 12 140mm 300 X 300 SURFACE FALLS ARE TO BE DIRECTED AWAY FROM BUILDINGS.
0.0 EXISTING CONTOUR INSTALL SUB-SURFACE DRAINAGE TO ALL GARDEN AREAS AND CONNECT TO SITE
COR PET Cordyline petiolaris Broad–leaved Palm Lily 19 200mm 800 x 600
STORMWATER.
DIA CAE Dianella caerulea Blue Flax Lily 18 140mm 400 x 200 ALL POOL FENCING TO COMPLY WITH AS1926 PARTS 1-3 SWIMMING POOL SAFETY.
MEL AFF Melastoma affine Blue Tongue 10 200mm 500 x 400 ALL STREETSCAPE WORKS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT
LOCAL AUTHORITY STANDARDS.
MAKE GOOD ANY EXISTING STREET SIGNS AND ANY EXISTING KERBS.
Groundcovers and Climbers
ALL EXISTING VERGE SERVICE PIT LIDS TO BE ADJUSTED OR REPLACED WHERE REQUIRED TO
ARI PRA Aristolochia praevenosa Richmond Birdwing Vine 16 140mm 500 long SUIT NEW PAVEMENT LEVELS.
BLE IND Blechnum indicum Swamp Water Fern 30 140mm 500 x 300 ALL STREET FURNITURE TO LOCAL AUTHORITY REQUIREMENTS.
CAR GLA Carpobrotus glaucescens Pig Face 85 140mm 150 x 300 IF PLANT SIZES CANNOT BE ACHIEVED WITH POT SIZE SHOWN, INCREASE POT SIZE TO
ACHIEVE MINIMUM PLANT SIZE.
HAR VIO Hardenbergia violacea Native Sarsaparilla 22 140mm 500 long ALL ADVANCED TREES (400LT AND LARGER) TO BE ANCHORED USING AN APPROVED
SCA CAL Scaevola calendulacea Dune Fan Flower 60 140mm 150 x 300 ROOTBALL ANCHORING SYSTEM.
VIO BET Viola betonicifolia Betony Leaved Violet 25 140mm 150 x 200 ALL TREES (45LT-200LT) TO BE STAKED.
ALL PLANTS WILL REQUIRE EARLY PROCUREMENT AND AT LEAST 18 MONTHS GROW-ON TIME
VIO HED Viola hederacea Native Violet 56 140mm 150 x 200 TO MEET THE REQUIRED SIZES.
REFER HYDRAULIC DRAWINGS FOR LOCATIONS OF ALL SURFACE AND PLANTER DRAINS.
REFER ELECTRICAL DRAWINGS FOR EXTERNAL LIGHTING LAYOUTS.
REFER STRUCTURAL & CIVIL DRAWINGS FOR ALL PAVEMENT REINFORCING, MATERIALS, SUB-
EXISTING VEGETATION SCHEDULE GRADES, JOINTS, AND FOOTINGS.
ALL TREES (400lt AND LARGER) ON PODIUM TO BE ANCHORED USING AN APPROVED ROOTBALL
ANCHORING SYSTEM.
TREE ID BOTANICAL NAME COMMON NAME ACTION
T1 Cupaniopsis anacardioides Tuckeroo To be removed
T2 Pandanus tectorius Pandanus To be removed
[email protected] David Low Way Duplex COVER SHEET Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA0-002 D
9 Fort Lane
Milton Qld 4064
206 David Low Way, Peregian Beach Issue Date Purpose Drawn Approved
PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG
Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG
©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation. D 20-12-2023 OP WORKS ISSUE GG AG
Page 3
WA
ADJACENT PROPERTY
EX POWER POLE
PROPERTY BOUNDARY
PE1
DC
EX SEWER MANHOLE SSD IC SSD
DRYING
COURT
16
.0
TU1
G OVER
PL1
PLUNGE
POOL BUILDIN
SSD
TERRACE
PE1 POOL PL1
600MM WIDE
BUILDIN
DISH DRAIN
G OVER
BUILDIN
LANAI
G OVER
SSD
RE
BIKE STO
16.0
T1
PA2 PA2 TU1
PA2
SSD
SSD
17.0
ED1
EX
EL
17.
0
EC
PL1
BUILDING
TR
IC
GARAGE
AL
W
TU1
IR
OVER
E
BU
OV
IL
D
ER
IN
G
TR1
O
VE
R
SSD
EX ELECTRICAL WIRE OVER
RAINWATER
TANK UNDER
PROPER
TY BOUN
PLUNGE
DRIVEWAY
DAVID LOW WAY
POOL
17.0
DARY
BUILDIN
SSD
GARAGE PA1
BUILDING
PA1
G OVER
PA1
EX ELECTRICAL WIRE OVER
RAINWATER PL1
OVER
TANK UNDER
LANAI PA1
ADJACENT
PROPERTY
PE1 POOL
600MM WIDE
DISH DRAIN TU1
POOL
TERRACE
RE
PL1 BIKE STO
PROPERTY BOUNDARY
SSD
ED1
18
0.
T2
G OVER
BUILDIN
EX WATER METER
18.0
DRYING PL1
EX FIRE COURT PA1
HYDRANT PA2 PA2
PA2 PL1
SSD SSD
ED1
EX COMM PIT
PROPERTY BOUNDARY
EX WATER METER
EX PEG
[email protected] David Low Way Duplex EXTERNAL WORKS PLAN Project No. Drawing Issue Scale NOT FOR CONSTRUCTION
23110 LA1-001 D 1 : 100 @A3
9 Fort Lane
Milton Qld 4064
206 David Low Way, Peregian Beach GROUND Issue Date Purpose Drawn Approved
PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG
Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG
©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation. 0 0.5 1 2 3 5m D 20-12-2023 OP WORKS ISSUE GG AG
Page 4
PROPERTY BOUNDARY
PROPER
TY BOUN
ROOF
DARY
PL2
ROOF PL2 ROOF
TERRACE
DAVID LOW WAY
ROOF ROOF
TERRACE
PL2
PROPERTY BOUNDARY
PROPERTY BOUNDARY
[email protected] David Low Way Duplex EXTERNAL WORKS PLAN Project No. Drawing Issue Scale NOT FOR CONSTRUCTION
23110 LA1-201 C 1 : 100 @A3
9 Fort Lane
Milton Qld 4064
206 David Low Way, Peregian Beach ROOF TERRACE Issue Date Purpose Drawn Approved
PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG
Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG
©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation. 0 0.5 1 2 3 5m
Page 5
WA
3 COR PET 10 BLE IND MIX OF: 5 ACR IMP MIX OF: 2 ACR IMP 3 BLE NUD
10 CAR GLA 5 VIO BET 5 BLE IND
1 HOW FOR 5 VIO BET
10 VIO HED 5 VIO HED
PROPERTY BOUNDARY
3 CAR GLA 2 MEL AFF
3 DIA CAE
2 MEL AFF
1 ACM HEM
2 ACM HEM
8 HAR VIO
5 DIA CAE
1 CAR GLA 7 COR PET
11 HAR VIO
1 CAR GLA
4 CAR GLA
1 DIA CAE
1 MEL AFF
2 CAR GLA
2 DIA CAE
1 ACM HEM 40 SCA CAL
3 ACR IMP
4 ARI PRA
2 MEL AFF
5 COR PET
1 ACM HEM
PROPER
3 BLE NUD
10 BLE IND
TY BOUN
DAVID LOW WAY
DARY
2 HOW FOR
5 BLE IND
MIX OF:
5 VIO BET 1 MEL AFF
10 VIO HED
2 COR PET
2 MEL AFF 3 DIA CAE 20 SCA CAL
3 HAR VIO
5 CAR GLA
1 ACM HEM
PROPERTY BOUNDARY
3 CAR GLA
4 DIA CAE
PROPERTY BOUNDARY
MIX OF: MIX OF:
12 ARI PRA 5 VIO BET 5 VIO BET
1 VIO HED 3 BLE NUD 10 VIO HED 2 ACR IMP 3 BLE NUD 2 COR PET 5 ACR IMP 20 VIO HED
[email protected] David Low Way Duplex PLANTING PLAN Project No. Drawing Issue Scale NOT FOR CONSTRUCTION
23110 LA2-001 D 1 : 100 @A3
9 Fort Lane
Milton Qld 4064
206 David Low Way, Peregian Beach GROUND Issue Date Purpose Drawn Approved
PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG
Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG
©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation. 0 0.5 1 2 3 5m D 20-12-2023 OP WORKS ISSUE GG AG
Page 6
PROPERTY BOUNDARY
PROPER
TY BOUN
DARY
2 AOT LAN
1 CAR GLA
4 CAR GLA 7 CAR GLA
2 AOT LAN
30 CAR GLA
4 AOT LAN 7 AUS DUL
7 AUS DUL
3 AOT LAN
6 AUS DUL
2 PAN TEC
DAVID LOW WAY
1 AUS DUL
3 CAR GLA
3 AOT LAN
10 CAR GLA
4 AUS DUL
1 AOT LAN
1 CAR GLA
PROPERTY BOUNDARY
PROPERTY BOUNDARY
[email protected] David Low Way Duplex PLANTING PLAN Project No. Drawing Issue Scale NOT FOR CONSTRUCTION
23110 LA2-201 C 1 : 100 @A3
9 Fort Lane
Milton Qld 4064
206 David Low Way, Peregian Beach ROOF TERRACE Issue Date Purpose Drawn Approved
PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG
Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG
©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation. 0 0.5 1 2 3 5m
Page 7
50 - 150
NOTES: NOTES GROUNDCOVER PLANTING
STONE STEPPER 40mm THICK
-REFER MATERIALS & FINISHES SCHEDULE FOR - FALL ALL PIPES TO EVENLY TO STORM WATER SYSTEM.
FERTILISER APPLICATION REQUIREMENTS COMPACTED ROAD BASE 150mm DEPTH
- JOIN DRAINS TO UPVC CONDUITS OF SAME DIAMETER WHEN
PLACING UNDER PAVED AREAS OR ANY OTHER AREAS WHICH
TURF REQUIRE A COMPACTED SUB-BASE. IMPORTED SOIL BLEND 150mm DEEP
COMPACTED SUB GRADE
- SUB-SOIL PIPE TO BE 90MM DIAMETER WITH FILTER SOCK.
FSL
IMPORTED SOIL BLEND MIN 100mm DEEP
VARIES
CULTIVATED SUBGRADE -150mm STONE STEPPERS - PA1 & PA2
6 1 : 20
TURF AREA - TU1 BIDIM A12 GEOTEXTILE FABRIC OR
1 APPROVED EQUIVALENT
300
1 : 20 SUB-SOIL PIPE
10-20mm DRAINAGE GRAVEL
NOTES:
- MOUND IMPORTED SOIL BLEND
300
300MM TO CENTRE OF PLANTER WIDTH VARIES
NOTES:
SUBSOIL DRAIN - SSD SCREW CAP TO CLEAN-OUT RISER
-REFER MATERIALS & FINISHES SCHEDULE FOR
FERTILISER APPLICATION REQUIREMENTS
4 1 : 20
FSL
MULCH - TO FINISH LEVEL WITH TOP OF
MULCH PLANTER WALL
IMPORTED SOIL BLEND MIN 300 DEEP NOTES:
- PLACE THE ROOTBALL ON A FIRMED BASE TO ACHIEVE REQUIRED FSL.
- THOROUGHLY WATER THE ROOT BALL IMMEDIATELY AFTER PLANTING.
PLANTER WALL
- NUMBER OF STAKES WILL VARY WITH POT SIZE. REFER PLANT
SCHEDULE.
300
CULTIVATED SUBGRADE -150mm IMPORTED SOIL BLEND - HORIZON A
- CULTIVATE SIDES OF EXCAVATED HOLE 50MM.
WATERPROOFING AND PROTECTION BOARD
PLANT STOCK
PLANTING AREA - PL1
2 1 : 20 HARDWOOD STAKE- 38 X 38 IMPORTED SOIL BLEND - HORIZON B
HEIGHT VARIES
X1800MM. PLACE 600MM OF INTO
THE GROUND. DO NOT PLACE DRAINAGE CELL AND FILTER FABRIC
THROUGH ROOTBALL. SECURE
WITH TIES BY LOOPING IN A
NOTES: FIGURE EIGHT PATTERN.
CLEAN-OUT RISER (WHERE REQUIRED) -
- PLACE THE ROOTBALL ON A FIRMED BASE TO RIGID SLOTTED PVC PIPE SOCKED IN GEO-
ACHIEVE REQUIRED FSL. TOP OF ROOTBALL TO FINISH 20mm TEXTILE FILTER FABRIC
- THOROUGHLY WATER THE ROOT BALL BELOW FINISHED SOIL LEVEL.
IMMEDIATELY AFTER PLANTING. FORM SHALLOW DEPRESSION IN
- CULTIVATE SIDES OF EXCAVATED HOLE 50MM. SOIL AROUND ROOTBALL FOR
WATER RETENTION. SEPARATE
PLANT STOCK -RAISE PLANT 25MM
MULCH 100mm FROM TREE TRUNK.
ABOVE SOIL SURFACE LEVEL.
GEO-TEXTILE FILTER FABRIC
MULCH - PULL AWAY FROM BASE OF FORM EARTHEN BASIN COARSE WASHED SAND
PLANT AROUND BASE OF PLANT.
FORM EARTHEN BASIN AROUND BASE
OF PLANT. FSL
FSL DRAINAGE CELL AND FILTER FABRIC
1 ROOTBALL
FERTILISER- DO NOT ALLOW PLANTER DRAIN
1
CONTACT WITH ROOTS.
1 STRUCTURAL SLAB
ROOTBALL
w 1
IMPORTED SOIL BLEND
2xw
PLANTING AREA - PL2
FERTILISER- DO NOT
ALLOW FERTILISER TO
COME IN CONTACT WITH
7 1 : 20
GENERAL PLANTING
3
ROOTS. WIDTH (w)
2xw
1 : 20
ADVANCED PLANTING
5 1 : 20
[email protected] David Low Way Duplex LANDSCAPE DETAILS Project No. Drawing Issue Scale NOT FOR CONSTRUCTION
23110 LA4-001 C 1 : 20 @A3
9 Fort Lane
Milton Qld 4064
206 David Low Way, Peregian Beach Issue Date Purpose Drawn Approved
PO Box 287 A 11-10-2023 DRAFT ISSUE GG AG
Paddington Qld 4064 B 12-10-2023 OP WORKS ISSUE GG AG
©2022 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
Page 8
Code Item Description / Comments Supplier Location Image Code Item Description / Comments Supplier Location Image
Earthworks Planting
Excavation To adjust civil profiles to desired shape and trim Trees NatSpec Certified
/ Filling to
Shrubs NatSpec Certified
adjust civil
profiles Groundcovers NatSpec Certified
Grading and All landscape assumes bulk levels are left within 125mm of RB Rootbarrier Nylex or approved similar.
Trim (all required finished levels
landscape)
Garden Edging
ED1 Steel Garden Material: BlueScope REDCOR Steel Edging (Corten)
Softscape Edge
Height: 100mm
TU1 Turf Area Turf: Palmetto Soft Leaf Buffalo
Turf rolls are to be laid immediately upon Gauge: 3.0mm steel
arrival to site. Safety edge: 7.5mm rounded top
Fertiliser Pre-laying: 22:1:5 NPK fertiliser installed at Staking: 400mm tapered stake
2.5kg/100m2
Establishment: 22:1:5 NPK fertiliser installed
at 2.5kg/100m2
Imported soil 100mm depth to Soils for Landscape
blend: Development Specification C1 Turf Media
and AS4419
No addition of imported soil blend within TPZ
of existing trees
Cultivated 150mm depth and add gypsum at 200g/m2.
Subgrade: The contractor needs to supply a sample of
the proposed slow release fertilizer to the Drainage
landscape architect and water management
consultant before installation and within three DC Drainage Type: 100 mm UPVC
weeks of taking procession of site for review. Conduit
Marker pins for Brass. Set into concrete with the arrow
This sample is to include all relevant data conduits: indicating the direction of conduit. Allow 1
sheets and MSDS sheets. (one) marker per conduit.
No cultivation of existing subgrade within TPZ
SSD Subsoil Pipe: High density polyethylene slotted corrugated
of existing trees
Drainage drainage pipe wrapped in 10-20mm dia.
PL1 Planting Area Mulch: 75mm depth of 25mm (screened) Hoop Pine Drainage gravel. Pipe to be socked in geo-
- In Ground Mulch textile filter fabric
Fertiliser 20:4.3:4.1 NPK fertiliser tablets installed at
min. 2 tablets per plant
Pavement
Imported soil 300mm deep to Soils for Landscape
blend: Development Specification D2 Garden Bed PA1 Stone Stepper Type: Bluestone Organic Stepper Eco Outdoor
Planting Soil and AS4419 - Organic
Finish: Sawn
No addition of imported soil blend within TPZ
Size: Random L x Random W x H30mm
of existing trees
Sample Min. 1m2 in-situ sample panel required at
Cultivated 150mm depth
least 7 days in advance for approval
Subgrade: No cultivation of existing subgrade within TPZ
of existing trees. Sub-Base: 200mm deep compacted road base
Joints: 50-150mm joints excavated and backfilled
with minimum 200mm deep imported soil
PL2 Planting Horizon A Imported soil blend to Soils for Landscape blend
Area - -300mm Development Specification E1 On-Slab Soil Slip Rating: P4 to AS4586 (2013)
Containerised Imported soil Media “A” Horizon and AS4419
blend:
Horizon B - Imported soil blend to Soils for Landscape
Imported soil Development Specification E2 On-Slab PA2 Stone Stepper Type: Bluestone Stepper
blend - depth Soil Media “B” Horizon and AS4419 - depth - Linear
Finish: Sawn
varies: varies to achieve desired planter depth
Size: L900mm x W600mm x H30mm
Drainage 100mm coarse washed river sand
layer: Sample Min. 1m2 in-situ sample panel required at
Geotextile membrane Bidim A14G least 7 days in advance for approval
90mm overflow/inpsection pipe with PVC
Sub-Base: 200mm deep compacted road base
storm grate and gravel surround to be
installed over all planter drains Joints: 50-150mm joints excavated and backfilled
30mm Atlantis Flo-Cell to sides and base of with minimum 200mm deep imported soil
planter. Connect planter drain to stormwater blend
Waterproofing and protection by Architect Slip Rating: P4 to AS4586 (2013)
[email protected] David Low Way Duplex MATERIALS AND FINISHES Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA5-001 D
9 Fort Lane
206 David Low Way, Peregian Beach SCHEDULE Issue Date Purpose Drawn Approved
Milton Qld 4064
A 11-10-2023 DRAFT ISSUE GG AG
PO Box 287
B 12-10-2023 OP WORKS ISSUE GG AG
Paddington Qld 4064
©2023 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not D 20-12-2023 OP WORKS ISSUE GG AG
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
Page 9
Code Item Description / Comments Supplier Location Image
Boulder & Gravel
PE1 Nambucca Type: Nambucca River Pebble Centenary
River Pebble Landscaping
Size: Oversize
Depth 75mm Installed gravel over water permeable
weed mat
Furniture & Fixtures
TR1 Wire Trellis Refer Architect
Irrigation
Irrigation to All planting areas to be irrigated
Planting Areas
Connection Supply all pipework to connect system to tank
to Rainwater
Tank
Irrigation Description of system as specified
system
IC Irrigation Type: 100 mm UPVC
Conduits
Marker pins for Brass. Set into concrete with the arrow
conduits: indicating the direction of conduit. Allow 1
(one) marker per conduit.
Establishment / Maintenance Period
All planting 12 weeks
and turf areas
Advanced tree 52 weeks
planting (200lt
and above)
[email protected] David Low Way Duplex MATERIALS AND FINISHES Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA5-002 D
9 Fort Lane
206 David Low Way, Peregian Beach SCHEDULE Issue Date Purpose Drawn Approved
Milton Qld 4064
A 11-10-2023 DRAFT ISSUE GG AG
PO Box 287
B 12-10-2023 OP WORKS ISSUE GG AG
Paddington Qld 4064
©2023 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not D 20-12-2023 OP WORKS ISSUE GG AG
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
Page 10
1.0 Preliminaries Place orders for delivery of all materials including plant materials in sufficient time prior arrangement with the Principal and in agreement with the Contractor and shall subsequent amendments). The Contractor will be responsible for making any
to ensure availability in accordance with the construction program. Obtain material generally be limited in space. Remove mud and debris carried by vehicles entering or subcontractors, whether those of the Contractor or a nominated subcontractor by
1.1 Inspections including plants and mulch, from approved suppliers and provide proof of ordering on exiting the site. the Principal for finishing works, aware of all their obligations under the Contractor’s
request. Advise immediately if supply difficulties are encountered. If a specified material Deliveries Workplace Health and Safety plan for the site. The Contractor will be responsible for the
Allow 48 hours minimum notice for all the following inspections:
is not obtainable, submit proof of non-availability and provide a proposal for use of an issuing of any instructions to any such subcontractors who will be obliged to abide by
equivalent alternative material. All substitutions are to be approved in writing prior to Locations of all delivery materials are to be determined by prior arrangement with the the Contractor’s Workplace Health and Safety requirements.
General
progressing further with the works. No extensions of time will be approved for delays Principal.
− Practical Completion Obey any safety directions given by the Principal and no action by the Principal will
generated by a failure to order material with adequate lead time. Site Shed and Materials Delivered to Site relieve the Contractor of their obligation to Workplace Health and Safety Act or common
− End of Establishment Period
− End of Defect Liability Period The locations of stockpiles for all materials delivered to site and the location of any site law. Where the Contractor supplies plant of any form for the purposes of construction
− On Maintenance (Streetscape Works) 1.9 Working Hours shed or compounds for storage used by the Contractor shall be determined by prior of the works, it is the responsibility of the Contractor to ensure that all such plant is
− Off Maintenance (Streetscape Works) Adhere to the local authority’s restrictions on working days and times. arrangement with the Principal. maintained to relevant statutory requirements. Maintain all such equipment and will be
Control of Fire Ants obligated to repair any damage that could affect safety of personnel.
Earthworks/Soils
− Subgrade cultivated and/or prepared prior to replacing topsoil
1.10 Tree Protection Ensure compliance with Queensland Government’s DPI and F (Department of Primary Where the Principal has in place Operational Health and Safety Management
Trees and Shrubs Industries and Fisheries) Fire ant eradication and movement control measures. Compliance Manuals governing the performance of Contractors on their sites, all costs
− Testing of site topsoil and amendments during placement
associated with compliance are to be included in the tendered Lump Sum.
− Setting out of lawn and planting areas At the date of Practical Completion trees and shrubs defined for retention in the Existing Stockpile Management - Topsoil and Organic Mulch
− Any excavations for footings for structures requiring certification by a registered Vegetation Schedule are to remain on site in a healthy condition as at the date of Ensure all practicable needs are taken to protect stockpiles from winds and water 1.16 Safety Plan
Engineer. possession of site. erosion. Protect the topsoil stockpiles from contamination by other excavated material,
Drainage Under the Work Place Health and Safety Act, Contractors will be fully responsible for the
The following are minimum requirements: weeds and building debris. Ensure that no noxious weeds (groundsel, lantana, nut
safety standards of their works. The Contractor and their subcontractors must have a
− Setting out of subsoil and drainage and backfilling of trenches − Do not store, stockpile, dump or otherwise place under or near trees, bulk or grass etc.) exist in the topsoil. Stockpiles are to be managed to prevent spontaneous
current and approved safety plan for this project.
− Podium Drainage Layer and Foam layers prior to covering harmful materials. combustion and fire. Establish stockpiles to heights not exceeding 1.5m. Stockpile
− Do not place spoil from excavations against tree trunks. location to be approved by the Principal.
Planting
− Prevent wind-blown materials such as cement from harming trees. Chemical and Fertiliser Usage
− Setting out of lawn and planting areas
− Prevent damage to tree bark.
2.0 Earthworks and Soils
− End of plant establishment period Ensure all practicable measures are to be taken in the use of chemicals and fertilisers
− Do not attach stays, guys and the like to trees.
Irrigation
such that no contamination can occur to ground or water bodies. Remove any soil 2.1 Standards
− Use hand methods to excavate topsoil within the drip line or material contaminated by toxins, chemicals, solvents or substances detrimental to
− Setting out of irrigation lines in trenches − Do not backfill around tree trunks to a height greater than 100 mm above the human or plant growth in a safe manner. Use chemicals and herbicides according to All work to comply with the following Standards:
− Setting out of electrical lines in trenches prior to backfilling original ground surface. manufacturer’s instructions and in compliance with Agricultural Chemicals Distribution − AS 1289 (2003) Methods of Testing Soils for Engineering Purposes
− Completion of irrigation system − Tree Protection methods to comply with AS 4970 (2009). Monitoring and Act 1966, 1978, 1983 and Regulations. − AS 3798 (2007) Guidelines on Earthworks for Commercial and Residential
certification must be provided in accordance with AS 4970 (2009).
Reinstatement of Compacted Areas Developments
1.2 Standards Replacement
− AS 4419 (2018) Soils for Landscaping and Garden Use
All works to comply with the relevant Standards in this Specification that are existing at If so directed, provide plant and establish as part of the works, at no extra cost, a Deep rip to 300 mm all planting and turfed areas compacted during the course of the
− Soils for Landscape Development: Selection, Specification and Validation (2014)
replacement tree of the same species and at least equal size and condition as at the Works.
30 days prior to the close of Tender.
date of possession of site. Rubbish Removal 2.2 Fill Material
All work to comply with the following Standards:
Damages At regular intervals remove all rubbish. Keep all road surfaces free of soil, mulch and General
− AS 4970 (2009) Protection of Trees on Development Sites other associated debris. All rubbish and cleared materials including trees (except for
If replacement as part of the works is not approved, pay for any tree removed pursuant Use inorganic, non-perishable material that will form stable fill to comply with AS 3798
to the above, damages assessed by the Principal as the cost of replacement by the vegetation that can be tub ground), to be removed off the site and not stockpiled unless
1.3 Abbreviations instructed by the Principal. (2007).
Contractor.
AS: Australian Standard Excavated Materials Placement
BCA: Building Code of Australia 1.11 Site and Environmental Management All excess spoil excavated from the site will be removed from the Site. Random dumping Place fill in accordance with AS 3798 (2007). Place and compact fill to the designated
will not be accepted. No organic matter will be allowed in any fill. Allow for costs of all dimensions, levels, grades, and cross-sections so that the surface is always self-
NATA: National Association of Testing Authorities Noise and Construction Times draining.
removal and dumping.
NZS: New Zealand Standard Comply with Local Authority, State and Federal Government requirements on allowable Additional Fill
construction times and noise levels. Site Restoration
TBA: To be Advised The Contractor will be responsible for any damage to adjacent property, roadworks, Import additional fill material on to the site if required to achieve finished levels.
Temporary Drainage and Sediment Control
kerbs, existing services (underground and above ground), drains and watercourses, Compaction
1.4 Definitions Plan and carry out the work so as to avoid erosion, contamination and sedimentation
survey pegs, building works and / or site amenities. Other than the removal of mud and Submit certification and/or test results in accordance with the specified level to AS 3798
of the site, surrounding areas, and drainage systems. Ensure all practicable control
The terms as ‘directed’, ‘selected’, ‘required’ and ‘approved’ mean directed / selected / debris carried by vehicles exiting the site, cleaning of materials or machinery such as (2007) and AS 1289 (All Parts).
measures are taken to limit the amount of site disturbance, to control run-off and
required / approved by the Principal unless expressly specified otherwise. concrete trucks will not be permitted on the site.
to prevent increased movement of sediments into any waterways. The maximum
suspended material in surface water crossing to be 5mg per litre. 2.3 Excavation
1.5 Site of the Works 1.12 Survey
Adopt such measures as necessary for erosion control, including the following where General
The site is located at 206 David Low Way, Peregian Beach. Limit use of the site to the applicable: Requirements
Excavate over the site to give correct levels and profiles as the basis for construction,
minimum area required to perform the works. Ensure that all boundary pegs have been checked by a Surveyor prior to the paving, filling, and soft landscape works (grassing and planting areas). Make allowance
Stage operations (e.g. clearing, stripping).
commencement of Works. It is the responsibility of the Contractor to ensure that the for compaction or settlement.
− Progressively restore disturbed areas.
1.6 Scope of Works survey has been completed before they start works and that all pegs are in place. The
− Provide temporary drains and catch drains and/or dispersal of concentrated water Contractor is to verify all property boundaries. Do not commence construction until Footings
The scope of works includes, but is not limited to, the supply, construction, installation, flows. pegging has been carried out. The Contractor will be responsible for the maintenance of Excavate for footings to the required sizes and depths.
placement, and execution or otherwise of works as documented on the drawings and − Divert and disperse concentrated flows to points where the water can pass through all pegs. Services
this Specification. the site without damage.
Works to be performed by others include but are not limited to: − Disperse concentrated run-off using spreader banks or other structures Excavate for underground services. Ensure that all service trenches, including subsoil
1.13 Existing Services drains and irrigation main spray lines are back-filled and compacted.
− Construct and maintain silt traps to prevent discharge of scoured material to
− Bulk earthworks finished to within 100mm plus or minus 25mm of finished surface General
downstream areas. Planting Areas
levels
− Use temporary fencing. Services documented on drawings are not ‘as built’ locations and may vary. Identify
− Vehicular paving to roadways and construction of kerbs, kerb ramps, driveways, Excavate all planting areas to accommodate specified soil and mulch depths.
− After rain, inspect, clean and repair if required, temporary erosion and sediment ‘as built’ locations of any services that may be affected by the Works. In the event that
car parking and crossovers (including conduiting)
control works. the Works may affect any service installation, seek direction from the Principal prior to Disposal of Spoil
− Stormwater services including sumps, podium and grated drains
− Remove temporary erosion control measures at the completion of works. proceeding with the work. Do not excavate by machine within one (1) metre of existing Remove all spoil material from site.
− Water services including provision of hosecocks
− Sewer services Dewatering underground services.
− Electrical services including installation of landscape lighting and power supply to Keep ground works free of water. Provide and maintain slopes, crowns, and drains on Damage to Services and the Like 2.4 Cultivation
irrigation controller excavations and embankments to ensure free drainage. Place construction, including fill, Remove obstructions immediately and immediately rectify damage to existing services. General
− 50 mm take-off point and backflow prevention device and water meter for irrigation masonry, concrete, and services, on ground from which free water has been removed.
system. Prepare subgrades as detailed by ripping to the specified depths to loosen compacted
Prevent water flow over freshly laid work. Maintain adequate soil moisture around any 1.14 Construction Plant
− Property survey including boundaries and truncations ground. Do not disturb services or tree roots. If necessary, cultivate around services and
trees to be retained.
− Podium and planter waterproofing Temporary Services trees by hand. Thoroughly mix in any materials to be incorporated into the subgrade
Dust Control during cultivation.
Provide all services including, but not limited to, electricity, water supply and telephone
1.7 Workmanship and Materials Ensure all practicable control measures are taken to limit airborne particulate matter to Deleterious Material
communications (mobile phones acceptable) as required to carry out the specified
a maximum of 5 parts per million from crossing site boundaries. Maintain on site at all
All works are to be constructed to a high standard of workmanship and finish. All works. Associated costs, permits, and local authority approvals are the responsibility of Remove stones exceeding 50 mm, and any other deleterious material brought to the
times for the duration of the Works sufficient plant and labor to control smoke or dust
materials to be new (unless otherwise documented), as specified, defect free, shelf-life the Contractor for the duration of the construction period of Works. surface during cultivation, including sticks, weeds, and roots of plant material to be
and ensure that smoke or dust nuisance is not created.
current and suitable for intended use. removed.
Vehicles Entering and Leaving the Site 1.15 Workplace Health and Safety Act Subgrade Surfaces
1.8 Ordering and Suppliers Locations of all vehicles, other equipment and access routes are to be determined by Comply with all requirements of the Workplace Health and Safety Act 2011 (and Trim after cultivation to shapes and levels so that the required depths of topsoil and
[email protected] David Low Way Duplex LANDSCAPE SPECIFICATION Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA6-001 C
9 Fort Lane Issue Date Purpose Drawn Approved
Milton Qld 4064
206 David Low Way, Peregian Beach
A 11-10-2023 DRAFT ISSUE GG AG
PO Box 287
B 12-10-2023 OP WORKS ISSUE GG AG
Paddington Qld 4064
©2023 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
Page 11
mulch can be placed to the finished surface levels. Materials − Excavate a hole for each plant twice the diameter of the rootball and 100 mm Excavate existing trees to be transplanted in a manner which minimises stress and
Surface gully pits to be an approved precast or moulded plastic or concrete product with deeper than the root ball. Break up the base of the hole to a further depth of 100 potential damage to overall tree health ensuring adequate retention of soil volumes
2.5 Imported Soil Blend purpose made grate. mm and loosen the sides of the hole. surrounding rootball.
− Remove the plant from the container with minimum disturbance to the root ball, and Root Pruning
General Connections place it in its final position, in the centre of the hole and plumb. Ensure the plant
All imported soil blends to comply with Soils for Landscape Development. Surface gully pits must be connected to surface drains or to the stormwater drainage root ball is level with the finished surface of the soil surrounding the hole or bed. Ensure all cuts are clean and even so that the cutting does not unduly disturb the
system. All connections shall be thoroughly sealed. − Thoroughly water plants immediately after planting and at such times during the remaining root system.
Testing
Testing contract period as is required to maintain growth free from water stress. Each plant Lifting
Submit in writing, test certificates from an independent laboratory registered with the
will require a minimum of 10 litres of water at the time of planting. Ensure trees are lifted to avoid trunk and branch damage.
NATA as evidence that the soil blend used complies with the requirements specified. Test all lines on completion to ensure their correct functioning. − Backfill with topsoil as specified. Lightly tamp and water thoroughly to eliminate
Allow for the costs of such tests as required. Watering
air pockets. Ensure that topsoil is not placed over the top of the root ball.
Deleterious Material Thoroughly water plants immediately after planting and at such times during the contract
Containers
Soil is to be free from noxious weeds, rocks, roots, rubbish or any other deleterious 4.0 Planting period as is required to maintain growth free from water stress
Collect empty plant containers daily during planting operations and remove from site.
material. Guying/Anchoring
4.1 Standards Spraying
Plant material should not be guyed around the trunk - root ball anchoring only.
2.6 Placing All work is to comply with the following Standards: Report any evidence of insect attack or disease amongst plant material immediately. If
so directed by Superintendent, spray with an insecticide and/or fungicide approved prior Establishment
Placement Generally − AS 4373 (1996) Pruning of Amenity Trees
− NAT SPEC Guide – Specifying Trees: A Guide to Assessment of Tree Quality to use, in accordance with manufacturer’s directions and statutory requirements. Refer to Schedule - Materials and Finishes. Trees or palms that are subject to death or
Spread and grade soil blend evenly. Ensure that, at the date of practical completion, the leaf drop in excess of 10% of the total canopy will be rejected. All trees and palms must
(2003) Locations
surface levels and profiles are as shown on the drawings. Prevent excess compaction display healthy new leaf growth by the end of the establishment period. Rejected Trees /
by construction plant. Do not vary the plant locations from those shown on the drawings unless otherwise
4.2 Quality Assurance Palms shall be replaced by and at the expense of the Contractor.
directed. If it appears necessary to vary the locations and spacing for any reason apply
The following are suggested minimum requirements: Contractor Qualifications: Minimum five years’ experience in similar work as required by for directions from Superintendent. Anti-Transpirant
− Compact lightly in 150mm thick layers. this Specification. Submit evidence of completed similar work with contact names and General
− Lightly compact soil so that the finished surface is smooth, free from lumps of soil, telephone numbers.
4.7 Plants To be applied only to street trees and advanced or Ex-Ground stock as noted in
at the required levels, ready for planting. Schedule - Materials and Finishes. Prior to removing the plants from their containers,
4.3 Fertiliser Definitions
− Allow for the thickness of mulch where required. spray on the nominated anti-transpirant to the top and underside of foliage at the
− Unless otherwise directed, dispose of surplus soil remaining on site by spreading Supply The following definitions to apply to all plants:
specified application rates. Follow manufacturer’s recommendations for application.
evenly. − Batch: means a group of plants of like size and species as identified in the plant Ensure no overspray occurs on other hard landscape elements.
Deliver fertiliser to the site in bags, branded with the type and manufacturer’s name.
Mounding in Planting Area schedule.
Types and Application The application of anti-transpirant should be repeated at intervals as per the
− Caliper: the stem or trunk diameter at a nominated point, measured 300mm above
In planting beds, mound imported soil blend at centre to promote drainage. Finish sides manufacturer’s recommendations during the Establishment Period.
Refer Schedules the top of the root ball.
to allow the thickness of mulching material to be at the same level as adjacent finished
Turfed Areas − Clean stem height: the height of the trunk above ground, which is free of branches.
surface levels. 4.10 Stakes and Ties
− Clear trunk - palms: Overall height for palms shall be based on measurement taken
Mounding in Turf Areas The following is the minimum expected: from the top of the root ball, adjacent to and perpendicular to the start of the spear Generally
Shape specified material to form mounding at designed levels and gradients. Finish − At time of preparation or not more than 48 hours before laying, spread pre-laying emergence (newest shoot/frond-tip). Use stakes and ties where indicated on the Plant Schedule.
sides to allow for specified depth of soil blend and turf. fertiliser evenly over topsoil and rake lightly into the surface. − Ex-ground: means trees grown in the ground and dug for delivery. Includes both
in-ground container grown trees and balled and bur lapped trees. Stakes
− During the Establishment Period spread establishment fertiliser evenly over the turf
2.7 Service Conduits area and then water in. − Growing-on: shall mean the process of progressively re-potting smaller plants Use durable hardwood, straight, free from knots or twists, pointed at one end. Where the
− Do not apply fertiliser to wet grass. prior to the final planting out to promote plant growth sufficient to meet the height, Plant Schedule indicates 2 stakes, locate the stakes on opposite sides of the root ball.
Supply and place 100mm diameter PVC capped conduits 350mm deep under spread and caliper size specified.
pavements (excluding vehicular pavements) to enable installation of sub-soil drainage Planting areas and Trees in Grassed Areas Driving
− Height: shall be measured from the top of the root ball, adjacent to and
and irrigation systems. Mark ends of conduits with a 6mm diameter brass pin set into Fertilise at the rates recommended by manufacturer. Do not place in contact with the perpendicular to the top of the natural foliage projection. Drive stakes 600mm into the ground on each side of the tree, either before the tree is
paving. Backfill trenches and compact. root balls. − Spread: shall be measured as the mean diameter of the horizontal branches. placed, or in such a manner as to avoid damage to the root system. Remove shattered
ends.
Plant Quality – Generally
2.8 Weed Eradication 4.4 Mulch Ties
All plants to be true to scheduled nomenclature, well formed, hardened off nursery
Eradicate weeds using environmentally acceptable methods, such as a non- General Use 50mm wide Hessian webbing. Fix ties securely to stakes in a figure eight pattern.
stock. They are to be container grown in potting mixture with a healthy root system, fully
residual glyphosate herbicide in any of its registered formulae, at the manufacturer’s Place other ties where necessary to stabilise the tree.
Provide mulch free of deleterious or extraneous matter such as soil, weeds, rocks, and established but not pot bound. The containers to be of the size and type specified for the
recommended maximum rate.
twigs. Mulch to finish level with surrounding finished levels after settlement allowances plant size nominated as set out in the Plant Schedule.
of the top soil and mulch. Place mulch clear of plant stems to avoid rotting at ground 4.11 Guying
All plants to have a well balanced branching habit and no plant is to be cut back so
level. Generally
severely that growth and development of natural form are retarded. Pruning scars to
3.0 Drainage be clean cut to leave little or no protrusion from trunk or branch and budding or grafting Use guys where indicated on the Plant Schedule install to manufacturer’s requirements.
4.5 Turf scars to be clean, with well-developed calluses. Leaves shall be of normal size, shape,
3.1 Standards Type
Supply colour, and texture for the species, with a minimum of physical or insect injuries, and to
All work to comply with the following Standards: be free from living insects, pests, and disease. All pots shall be free of weeds. Adjustable steel guys (stainless steel below planting surface) sufficient to stabilise and
Obtain turf from a specialist grower of cultivated turf. Provide turf of even thickness, support tree.
− AS 2439.1 (2007) Perforated Drainage Pipe and Associated Fittings free from weeds and other foreign matter. All turf with nut grass is to be rejected and Containers
− AS/NZS 3500.3 (2003) Plumbing and Drainage - Stormwater Drainage removed from site. Trunk Protection
All non ex-ground plants are to be grown or acclimatised in a container. Plants specified
General in pots or bags to be grown in new or sterilised recycled polypropylene containers or Adopt guying procedures which minimise damage to plant.
3.2 Subsoil Drainage
Deliver turf to the site within 24 hours of cutting and prevent from drying out. Lay within polythene bags of potting media.
General 4.12 Rootball Anchoring
36 hours of cutting. Acclimatisation
Subsoil drainage is to intercept groundwater seepage and prevent water build-up behind Use sub-surface Anchoring systems where indicated on the Plant Schedule and to
walls, in garden areas, and under pavements. Minimum Thickness All plants to be fully sun or shade hardened-off to suit their on-site growing position for a
minimum period of six (6) weeks. manufacturers requirements. Provide turnbuckles to allow for tensioning of guys.
Material 25 mm of topsoil attached.
Delivery
Subsoil drainage to be a high density polyethylene slotted corrugated subsoil drainage Installation 4.13 Tree Surgery
pipe with a minimum nominal diameter of 90 mm to comply with AS 2439.1 (2007). Lay turf parallel to slope contours with staggered, close-butted joints so that the finished Order sufficient of each species shown on the drawings to achieve the detailed planting
Carry out tree surgery work required to maintain trees on site using a tradesman skilled
Drainage gravel surround to be 10-20mm dia. Pipe to be socked in geo-textile filter turf surface is flush with adjacent finished surfaces. layouts and ensure that the supplier retains in stock sufficient additional stock for
in arboricultural techniques in a safe and progressive manner, which maintains growth
fabric. Subsoil drainage conduit to be 100mm diameter UPVC. Brass marker pins for replacement of failed, stolen, damaged, or unhealthy specimens.
Watering and condition of tree species. All work to comply with AS 4373 (1998) Pruning of
conduits set into concrete with arrow indicating the direction of conduit. Allow 1 (one) amenity trees.
marker per conduit. Irrigate thoroughly with a fine spray. Continue as necessary to maintain moisture to this 4.8 Tree Quality
depth and to maintain the grass in a healthy green condition.
Connections Prepare live materials in advance of installation to NAT SPEC Guide – Specifying 4.14 Completion of Planting
Rejection Trees: A Guide to Assessment of Tree Quality (2003) standard to ensure satisfactory
Subsoil drainage must be connected to surface drains or to the stormwater drainage Practical completion of the planting works shall include but not be limited to
system. Connections are to be thoroughly sealed. Replace failed turf and relay with new turf. performance and growth rate after planting and/or placement at project site.
establishment of turfed areas and replacement of plants and turf that have failed,
Testing vandalised, or stolen during the work prior to practical completion.
4.6 Planting 4.9 Ex-Ground Plant Material
Test all lines on completion to ensure their correct functioning.
General General 4.15 Plant Material Establishment
3.3 Surface Gully Pits Adopt planting procedures that produce healthy plants within the prevailing soil, climatic Tree surgery work required to maintain trees on site shall be carried out by a certified Period
and management environment of this project. The following is the minimum expected: Arborist skilled in arboricultural techniques, in a safe manner, to AS 4373 (2007), subject
General The Establishment period commences at the date of Practical Completion of the Works.
to prior approval from Superintendent.
Surface gully pits are to collect surface run-off and prevent ponding of water in lawn and Recurrent Works
Excavation
garden areas to AS/NZS 3500.3 (2021). Maintain horticultural practices, as well as rectifying defects that become apparent in the
[email protected] David Low Way Duplex LANDSCAPE SPECIFICATION Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA6-002 C
9 Fort Lane Issue Date Purpose Drawn Approved
Milton Qld 4064
206 David Low Way, Peregian Beach
A 11-10-2023 DRAFT ISSUE GG AG
PO Box 287
B 12-10-2023 OP WORKS ISSUE GG AG
Paddington Qld 4064
©2023 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
Page 12
works under normal use including, but not limited to, the following items where required: − AS 4129 (2020) Fittings for Polyethylene (PE) Pipes for Pressure Applications General to be bronze and pressure rated to 1033 KPa. Locate valves in lockable valve boxes so
watering, weeding, fertilising, pest and disease control, mowing, topdressing, reseeding, − AS 4130 (2018) Polyethylene Pipes for Pressure Applications Use Class 12.5 HDPE main line reticulation with low pressure drip irrigation to planting that all parts of the valve can be reached for servicing
returfing, edging, renovating, pruning, rubbish removal and keeping the site neat and areas. The system is to be fully automatic.
tidy. 5.2 Scope 5.13 Reticulation
Sprinklers
Mulched surfaces Design, supply, install, and maintain for the duration of the Establishment Period, a fully All mainline and sprayline piping to be HDPE class 12.5. Fittings to be compression
Use pop up sprinklers with pressure compensation and radius arc adjustment. Minimise
Maintain mulched surfaces in a clean and tidy condition and top up to the specified automatic irrigation system to planting areas indicated in the about diagram within the type. Piping to be sized to ensure that velocities do not exceed 1.0m/sec in mainlines
overspray of roads and paths. Overspray on buildings, roads, paths and the like is not
depth if necessary. property alignments. Provide an irrigation system connected to the rainwater tanks that and 1.5m/sec in lateral lines under any circumstances. Maximum flow rate to be 6
acceptable. The spacing shall also take into consideration the prevailing wind conditions.
will provide uniform coverage with sufficient water to achieve optimum plant growth. litres/second. Arrange and support pipework as necessary so that it remains free
Spraying All sprinklers shall have integral check-valves, have matched precipitation across all
All turf and planting areas to be irrigated. Items not specified, but normally required to from vibration while permitting necessary movements such as thermal expansion and
Spray against insect and fungus infestation if considered necessary by the conform to such intent, are considered part of this work. Minimum precipitation rate to arcs of coverage and be constructed of stainless steel and engineering plastic. The contraction.
Superintendent in accordance with the manufacturer’s directions. all areas is to be 30mm per week. The number, size and location of water supply points maximum output capacity of all (each) sprinkler head must not exceed 9 litres/minute.
Trenches to have minimum 50mm clearance to all pipework. Minimum cover over mains
Watering and associated pipework will be determined by the irrigation design. Drippers pipework to be 450mm and lateral pipework to be 350mm. Spacing between multiple
Grass, trees, and garden bed areas are to be watered regularly so as to ensure Use pressure compensating drip-line irrigation to all planting areas. The drip irrigation pipes in common trench to not be less than 50mm. Mainline pipework to be laid on a
continuous healthy growth. The minimum acceptable requirement for grass areas is 5.3 Design Intent system shall be designed in a grid pattern suited to the soil, plant types, and plant minimum of 50mm thick sand bed. Backfill to trenches to be free from rocks, sticks and
25mm of natural rainfall or its applied equivalent. The irrigation system must be designed to a standard that would be considered best spacing. The maximum operating pressures and run length (as per the manufacturer’s construction debris and compacted thoroughly.
Weeding and rubbish removal. industry practice and in accordance with Efficient Irrigation for Water Conservation specifications) should not be exceeded. All tubing shall be staked securely at 1m
Guideline. The system must have sufficient stations to allow planting areas with different intervals with galvanised stakes a minimum of 150mm long. 5.14 Reticulation Identification (Recycled Water/Non-Potable Including
Remove rubbish and weed growth that may recur throughout the contract area, at microclimatic conditions to receive different quantities of water.
weekly intervals, and maintain in a completely clean and tidy condition. Throughout the For plant material in 75 litre containers or larger (includes ex ground stock) ensure that Grey Water and Stormwater)
establishment period, ensure pathways, pavements and road are kept clean of mulch, Sprinklers and drippers must be supplied in sufficient quantity and arranged to deliver the dripper tube incorporates a dripper tube loop around each root ball. All buried mainline reticulation shall have an identification tape with a metal thread as
soils and landscape litter. water optimum for plant growth to all plant material regardless of their size and location. Root intrusion protection shall be installed on all sub-surface installations with a per AS/NZS 2648.1 (1995). The tape shall be a minimum 100mm wide with contrasting
renewable source of chemical protection. purple lettering installed 100mm above mainline pipe work. The lettering shall read
Soil Subsidence
5.4 Design Drawings Air/vacuum release valves shall be installed at the highest points of each station and
RECYCLED OR RECLAIMED-WATER-DO NOT DRINK or approved equivalent. All
Rectify soil subsidence or erosion which may occur after the soil filing and preparation pipework shall not be installed within 300mm of any parallel drinking water supply.
The system is to be designed and certified as an efficient irrigation system by a Certified located within a lockable valve box. Automatic flush valves shall be used on all sub-
operations.
Irrigation Professional. Show to scale the locations of all irrigation components including surface installations – one per each manifold. Use a minimum of one flush valve for
Pruning control valves, identity (model/brand) of each component, show pipeline type and sizes, each station. Locate within a lockable valve box. 5.15 Control Wiring
Trees and shrubs as directed by the Superintendent. Pruning will be directed for the show sprinkler arcs/coverage, provide a section/details of mains pipeline and trench, General
Use a pressure regulation valve in all stations using drip irrigation. The valve shall be
maintenance and dense foliage or miscellaneous pruning as beneficial to the condition articulated riser assembly, controller assembly including lockable box and control valve
located downstream of the control valve. Locate within a lockable valve box. Common wiring to be 7/0.85 and 7/0.67, 4mm and 2.5mm. Single core, multi-strand,
of the plants. Prune damaged growth. assembly in valve boxes. Provide specification notes as required.
and polyethylene insulated and sheathed. Each controller to have separate common
Turfing Prepare an Irrigation Management Plan that complies with the following: 5.11 Controllers wires. Active cables to be 7/0.67 and 7/0.50, 2.5mm and 1.5mm multi core, multi-strand
Topdress all turf during the last 3 weeks of the establishment period. Fill depressions/ and polyethylene insulated and sheathed. Each controller to have separate active wires.
− Queensland Plumbing and Wastewater Code and associated legislation Irrigation system is to be controlled by solid state/hybrid controllers via 24vac remote
sinkages and gaps so that the turf finishes flush and even against adjoining surfaces − Queensland Water Recycling Guidelines - December 2005 control valves. The smaller wire sizes outlined apply to Control Wiring runs up to a maximum of 400m,
and presents a smooth and uniform flat surface. All turfed areas are to be mown − Australian Guidelines for Water Recycling: Stormwater Harvesting and Reuse - the larger wire sizes outlined apply to Control Wiring runs over 400m, the maximum
Controller shall have a minimum of two spare stations, ENERGEX approved 240/24
regularly so that the turf height remains uniform from week to week. All turfed areas are 2009 voltage drop between the Irrigation Controller and the solenoid valve shall be less than
vac transformer, multiple start times per day, multiple 7/14 day program ability,
to be fertilized during this period. − Water quality guidelines for recycled water schemes - November 2008 10% of coil operating voltage.
manual and semi-manual override provision, capable of fully automatic unattended
Plant Replacement The Irrigation Management Plan (IMP) must be site specific and shall be coordinated operation, rain sensor override compatible and non-volatile 100 year memory retention. Installation
Replace failed or damaged plants. Where new plant material has been supplied to fully with any Recycled Water Management Plan prepared for the site. This particularly Mount controller and power supply together inside a galvanised steel, colourbond, Run all wiring in the mainline trench without any breaks between the Controller and
replace dead or dying plants, these shall be subject to a full establishment period. applies to safety signage. The IMP must describe all such signage: their wording, size, weatherproof cabinet with a lockable T handle as supplied by B and R products or Automatic valves. Bundle tie all wiring together at 3m intervals and place beneath
and locations. equivalent. pipework. Minimum depth of cover to be 300mm. All field joints to be housed in a
Install an automatic rainswitch or rain sensor to terminate the program in the event of separate valve box. Loop all wiring at least 300mm at each valve or junction. Solder all
5.0 Irrigation 5.5 Water Connection (Tank Water with Town Water Backup) excessive rainfall. Refer to plan for location of rainswitch or rain sensor. joints before application of Heat Shrink, all bare cables are to be waterproofed correctly
Water for irrigation shall be supplied via rainwater tanks and an irrigation pump. Supply and suitably sealed once connections are finalized. Joints to be Tyflo Heat-Shrink joint
All exposed wiring is to be conduited. Conduit to be painted to match external wall
5.1 Standards all pipework to connect system to tank. The rainwater tanks and irrigation pump is part or a waterproof direct burial splice kit such as 3M DBY or equivalent.
colour.
All work is to comply with and will be carried out using equipment and installation of Hydraulic Services. Refer to plan for location and sizes. Mains water (town water)
Controller location and power supply by Electrical Services. 5.16 Commissioning
process as outlined in the following relevant Australian Standards: to be used as an automatic backup within the irrigation system. Automatic town water
backup must be able to be switched on or off and must be connected to an adjustable Remove all spoil, rubbish, and construction debris from site. Ensure that the operation
− AS 3879 (2011) Solvent Welding Cement for Use with Rigid Upvc Pipe and Fittings
level within the tank. External fill line to allow filling of the rainwater tank during water 5.12 Valves
− AS/NZS 4130 (2018) Polyethylene Pipes for Pressure Applications of all components is functioning correctly, and that all equipment has been installed as
restrictions to be installed. Valve Boxes specified.
− AS/NZS 1167 (1999) Welding & Brazing Filler Materials
− AS 1319 (1994) Safety Signs for The Occupational Environment An isolating gate valve and filter (120 mesh) to be provided after the Irrigation pump. House all valves in Commercial Grade valve box. The valve box shall be made of
− AS 1345 (1995) Identification of The Contents of Piping, Conduits and Ducts The sizing of all pipework to be determined by the design parameters set out in this structural HDPE resin that is resistant to UV light. Valve boxes for singular Isolation 5.17 Practical Completion
− AS 1432 (2004) Copper Tubes for Plumbing, Gas Fitting and Drainage Applications Specification. Gate valves or water supply points connected to the rainwater tank to Valve, QCV or Air Valve shall be Minimum 250mm diameter round to permit ready Apply for only after system has been run for four consecutive fully programmed cycles
− AS 1477 (2017) PVC Pipes and Fittings for Pressure Application (Metric) shown on the drawings. The number, size and location of these water supply points shall access to all internal components. Valve box for Solenoid and Isolation Valve Assembly, over a period of four days.
− AS 3688 (2016) Water Supply and Gas Systems - Metallic Fittings and End be refined and determined by the final irrigation design. It is essential that the irrigation Solenoid Valve, Isolation and Filter Assembly shall be Minimum 295 x 435mm diameter
Connectors contractor coordinates such water supply points with the Builder at the start of building to permit ready access to all internal components.
− AS 1628 (1999) Water supply - Metallic Gate, Globe and Non-return Valves works. The valve box shall be lockable by stainless steel or galvanised bolt as deterrent to
− AS/NZS 2032 (2016) Installation of PVC Pipe Systems unauthorised access. Installation is to be so as to contain each valve with fittings and
6.0 Schedules
− AS/NZS 2033 (2008) Installation of Polyethylene Pipe Systems 5.6 Products wire joints. Do not support valve box on valve or pipe work, provide a solid foundation 6.1 Submissions
− AS/NZS 2053.1 (2001) Conduits and Fittings for Electrical Installations - General All irrigation products to be from a Commercial Irrigation supplier (HUNTER, NETAFIM, of a brick course to support the valve box. Should the depth of the valves exceed 300
Requirements an additional valve box base or a PVC sleeve of suitable diameter is to be installed Submissions are to be approved by the Superintendent before they are employed in any
RAINBIRD, TORO) or approved equivalent and should be accredited with Smart
− AS 2129 (2000) Flanges for Pipe, Valves and Fittings to ensure access to all components is possible. The Valve box is to have Geo-fabric works. Practical Completion will only be given once the following has been received and
Approved Watermark. Product must have a minimum of 12month replacement warranty.
− AS 2698.2 (2000) Plastic Pipes and Fittings for Irrigation and Rural Applications: wrapping to prevent spoil entry to box. approved by the Superintendent.
Product information regarding warranty to be included with design.
Polyethylene Rural Pipe Earthworks/Soils
Install valve boxes in planting areas wherever possible and locate close to mowing
− AS 2698.3 (1990) Plastic Pipes and Fittings for Irrigation and Rural Applications:
5.7 Irrigation Conduits strips. Valve boxes to be placed 20mm above soil level in planting areas. Provide a − Imported soil Blend - Certificate of compliance with Soils for Landscape
Mechanical Joint Fittings for Use with Polyethylene Micro Irrigation Pipes Development - Prior to installation
Irrigation conduits to be 100mm in diameter UPVC. 50mm deep, 10mm aggregate on a geotextile layer at the bottom of all valve boxes. The
− AS/NZS 2845.1 (2022) Water Supply - Backflow Prevention Devices, Part 1:
tops of all valves shall be no deeper than 150mm below the top of the valve box. Drainage
Materials, Design and Performance Requirements
− AS 2845.2 (2010) Water Supply - Backflow Preventions Devices, Part 2: 5.8 Brass marker pins for conduits Control Valves − Provide written Certificate confirming that all subsoil drainage and Gully pits
Registered Air Gaps and Registered Break Tanks Set into concrete with the arrow indicating the direction of conduit. Automatic station control valves to have 24 vac remote actuation, with manual bleed drainage have been connected to the Stormwater network and operate - Prior to
− AS/NZS 2845.3 (2020) Water Supply - Backflow Prevention Devices, Part 3: Field and integral flow control, pressure regulating, manual shut-off and be constructed of practical completion
Testing and Maintenance of Testable Devices industrial plastic and stainless steel and to have minimum pressure rating of 1033 KPa.
5.9 Component Identification (Rainwater/Recycled/Stormwater) Planting
− AS/NZS 3000 (2018) Electrical Installations All valves shall be identified with a 40mm laser engraved plastic tag attached to the
− AS 2845.2 (2010) Water Supply - Backflow Preventions Devices, Part 2: − All pipework including subsurface dripper lines shall be identified by a purple/lilac valve stem with a cable tie. The tag shall show the station number identified on the “As − Contractor/Subcontractor Qualifications – min 5 years . Submit evidence of
Registered Air Gaps and Registered Break Tanks colour in accordance with AS 2700 (2011). Built” drawing. Locate valves in lockable valve boxes so that all parts of the valve can be completed similar work with contact names and telephone numbers - Prior to
− AS 3008.1.1 (2017) Electrical Installations Selection of Cables − All lids on valve boxes shall be identified by a purple/lilac colour in accordance with reached for servicing. installation
− AS 3500 (2021) Plumbing and Drainage AS 2700 (2011). − Certification the authenticity of supply of genuine turf variety in accordance with this
− All caps on popup sprinklers and qcvs shall be identified by a purple/lilac colour in Isolating Valves Specification - Prior to installation
− AS 3500.0 (2021) National Plumbing and Drainage Code - Glossary of Terms
− AS 3500.1 (2021) Plumbing and Drainage, Part 1: Water Services accordance with AS 2700 (2011). Install manually operated isolating valves throughout the system to permit isolation of − Certify that all Trees comply with this specification and with NATSPEC Guide –
− AS 3500.2 (2003) Plumbing and Drainage, Part 2: Sanitary Plumbing and Drainage areas for maintenance purposes with minimum disruption to the system. Install one Specifying Trees: A Guide to Assessment of Tree Quality (2003). The certification
− AS 3808 (2000) Insulating and Sheathing Materials for Electrical Cables 5.10 System Type - Fully Automatic High and Low Pressure isolating valve on the up-stream side of each automatic control valve. All isolating valves shall be in the form of a written document provided and signed by an accredited
Arborist - Prior to installation
− Pandanus species: Provide certification from the Supplier that the plants have
[email protected] David Low Way Duplex LANDSCAPE SPECIFICATION Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA6-003 C
9 Fort Lane Issue Date Purpose Drawn Approved
Milton Qld 4064
206 David Low Way, Peregian Beach
A 11-10-2023 DRAFT ISSUE GG AG
PO Box 287
B 12-10-2023 OP WORKS ISSUE GG AG
Paddington Qld 4064
©2023 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.
Page 13
been treated for eradication of leaf hopper by systemic injection of an approved
insecticide to the Local Authority requirements and that the stock is not carrying
leaf hopper - Prior to installation
− Planting Maintenance Program for Superintendent’s approval and Logbook
recording when and what maintenance work has been done and what materials,
including toxic materials, have been used.
− Plant suppliers must be approved by the Superintendent prior to placing orders.
Submit to Superintendent details of proposed supplier(s) including industry
accreditation and third-party assessed QA system. Submit data on sources and
manufacturers of other components for Superintendent’s approval - Prior to
ordering.
Irrigation
− Scaled Design Drawings as specified for coordination and comment - Prior to
installation
− Letter of Certification confirming that design and details comply with this
specification and its Design Intent - Prior to installation
− All necessary local authority permits and approvals prior to installation. This
includes the supply and placement of backflow prevention devices, if required. -
Prior to installation
− Supply product literature, trouble-shooting and industry warrantees on the system
components. This operation manual shall take the form of a hard cover ring binder
- Prior to Practical Completion
− Supply written copy of typical Summer and Winter Irrigation programs - Prior to
Practical Completion
− Carry out a Training Program to ensure that maintenance staff can operate the
system - Prior end of Establishment/ Maintenance period.
6.2 "As Constructed" Drawings
1 x digital copy of each plan to be provided of the following drawings:
Irrigation Works
“As Constructed” Drawings of the irrigation works shall be submitted to the
Superintendent prior to Practical Completion.
“As Constructed” drawings shall include:
− All valve locations
− All pipe locations, sizes and depths
− All wiring and wiring joints
− Spray head locations
− Automatic controllers, rain switches
− All other valving
− Typical valve box assembly
− Irrigation pumps
Electrical services
− “As Constructed” Drawings of the electrical works shall be submitted to the
Superintendent prior to Practical Completion.
Path Network
Including constructed levels for walkways, paths, ramps and stairs
[email protected] David Low Way Duplex LANDSCAPE SPECIFICATION Project No. Drawing Issue NOT FOR CONSTRUCTION
23110 LA6-004 C
9 Fort Lane Issue Date Purpose Drawn Approved
Milton Qld 4064
206 David Low Way, Peregian Beach
A 11-10-2023 DRAFT ISSUE GG AG
PO Box 287
B 12-10-2023 OP WORKS ISSUE GG AG
Paddington Qld 4064
©2023 Wild Studio Australia Pty Ltd. These C 13-12-2023 OP WORKS ISSUE GG AG
urban landscape architecture drawings are protected by copyright and may not
wildstudio.com.au Client: Adam Offermann and Madeleine Swete Kelly be amended or reproduced without authorisation.