Original source · versioned page text
9327 L 01 To 05 Op Works Issue B
MARY STREET, NOOSAVILLE
LANDSCAPE DOCUMENTATION
ISSUE B 30.06.2020
OPERATIONAL WORKS ISSUE EXTENT OF WORKS
DRAWING SCHEDULE S
DWG NO. DRAWING TITLE ISSUE DATE
REFER LAYOUT PLAN 9327 L 02
S S S S
S ANDS PLANTING
S
PLAN 9327 L 03 S
WHYBA ROAD
9327 L 01 LANDSCAPE COVER SHEET B 30/06/2020
9327 L 02 LANDSCAPE LAYOUT PLAN B 30/06/2020
9327 L 03 LANDSCAPE PLANTING PLAN B 30/06/2020
9327 L 04 LANDSCAPE CONSTRUCTION DETAILS - SHEET 1 B 30/06/2020
9327 L 05 LANDSCAPE CONSTRUCTION DETAILS - SHEET 2 B 30/06/2020
SERVICE
CENTRE
EXTENT OF WORKS
EXTENT OF WORKS
J:\9327 Mary Street, Noosaville (TLPC Pty Ltd)\Working Files\AutoCAD\L - Landscape\9327 L 01 COVER SHEET.dwg
EXTENT OF WORKS
MARY STREET
AMENDMENTS:
DISCLAIMER: DESIGNS DOCUMENTED ON THIS DRAWING
ARE THE PROPERTY OF SAUNDERS HAVILL GROUP PTY
LTD AND ARE NOT AUTHORISED FOR REPRODUCTION OR I CA
T I ON D I F F
ER I CA
T I ON D I F F
ER
FI
CA T
I ON D I F
FE
RE
ISSUE
A
DATE
23.06.2020
DESCRIPTION
OP WORKS REVIEW ISSUE
CHECKED
NF
CLIENT: WESSEL PETROLEUM
PTY LTD
PROJECT: 52-54 MARY STREET,
NOOSAVILLE
DRAWING:
LANDSCAPE saunders
IF E IF E
COVER SHEET
havill
I
RT
RT
RT
NT
NT
NT
USE IN WHOLE OR PART WITHOUT WRITTEN B 30/06/2020 OP WORKS ISSUE NF
CE
CE
CE
ISO 9001 ISO 14001 AS 4801
L
L
L
Y
Y
Y
PERMISSION. THESE PLANS HAVE BEEN PREPARED FOR QUALITY ENVIRONMENT OHS
THE EXCLUSIVE USE OF THE CLIENT. SAUNDERS HAVILL
GROUP DO NOT ACCEPT RESPONSIBILITY FOR ANY USE
OF OR RELIANCE UPON THE CONTENTS OF THESE
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
DRAWN: FW CHECKED: NF
group
DRAWINGS BY ANY THIRD PARTY. CONFIRM ALL SCALE: 0 2.5 5m LANDSCAPE ARCHITECTURE
1:125@A1 9 THOMPSON STREET, BOWEN HILLS QLD 4006
DIMENSIONS ON SITE AND CLARIFY ANY DISCREPANCIES
PRIOR TO CONSTRUCTION. 1:250@A3 DRAWING #: 9327 L 01 B PHONE 1300 123 SHG WWW.SAUNDERSHAVILL.COM
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Page 2
LEGEND
PROPOSED TREE:
Refer to Planting Plan and Schedule
S EXTENT OF WORKS GROUNDCOVERS & FEATURE
PLANTS:
Refer to Planting Plan and Schedule
CE CE
CE PLANTING AREA:
Refer to Landscape Specification
S S S S S S
S S
TURFED AREA:
Refer to Landscape Specification
WHYBA ROAD
GRAVEL MULCH: LD CONCRETE PAVERS: LD
Refer to Detail 09 Refer to Detail 08
PAVING TYPE 1:
Concrete Finish
PAVING TYPE 1: LD MASS PLANTING: LD Refer to Landscape Specification
Refer to Detail 07 Refer to Detail 02
PLANTING EDGING:
CE Flush Concrete to street frontage only
BIORETENTION BASIN: ADVANCED TREE: LD Refer to Landscape Specification
Refer to Civil for Refer to Detail 01
construction details. EXTENT OF WORKS BOUNDARY:
Final landscape finish 100 Refer to Landscape Plans
depth sugar cane mulch LD MASS PLANTING:
Jute net pinned 02 Refer to Detail
TRELLIS PLANTING: LD
Refer to Detail 06 CE
MASS PLANTING: LD
Refer to Detail 02 LD ADVANCED TREE:
EXTENT OF WORKS
EXTENT OF WORKS
01 Refer to Detail
CE
BIORETENTION BASIN:
Refer to Civil for
construction details.
Final landscape finish 100
depth sugar cane mulch
Jute net pinned
CE
LD CONCRETE EDGE:
05 Refer to Detail
J:\9327 Mary Street, Noosaville (TLPC Pty Ltd)\Working Files\AutoCAD\L - Landscape\9327 L 02 LAYOUT PLAN.dwg
CE
MASS PLANTING: LD MASS PLANTING: LD MASS PLANTING: LD
Refer to Detail 02 Refer to Detail 02 Refer to Detail 02
ADVANCED TREE: LD TURFED AREA: LD
LD CONCRETE EDGE: Refer to Detail 01 Refer to Detail 03
05 Refer to Detail
CE
EXTENT OF WORKS
MARY STREET
DISCLAIMER: DESIGNS DOCUMENTED ON THIS DRAWING
ARE THE PROPERTY OF SAUNDERS HAVILL GROUP PTY
AMENDMENTS:
ISSUE DATE DESCRIPTION CHECKED
CLIENT: WESSEL PETROLEUM PROJECT: 52-54 MARY STREET, DRAWING:
LANDSCAPE saunders
LTD AND ARE NOT AUTHORISED FOR REPRODUCTION OR A 23.06.2020 OP WORKS REVIEW ISSUE NF PTY LTD NOOSAVILLE LAYOUT PLAN
USE IN WHOLE OR PART WITHOUT WRITTEN
PERMISSION. THESE PLANS HAVE BEEN PREPARED FOR
ISO 9001
QUALITY
ISO 14001
ENVIRONMENT
AS 4801
OHS
B 30/06/2020 OP WORKS ISSUE NF
havill
THE EXCLUSIVE USE OF THE CLIENT. SAUNDERS HAVILL
GROUP DO NOT ACCEPT RESPONSIBILITY FOR ANY USE
OF OR RELIANCE UPON THE CONTENTS OF THESE
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
DRAWN: FW CHECKED: NF
group
DRAWINGS BY ANY THIRD PARTY. CONFIRM ALL SCALE: 0 1 2 5m LANDSCAPE ARCHITECTURE
1:100@A1
9327 L 02 B
DIMENSIONS ON SITE AND CLARIFY ANY DISCREPANCIES 9 THOMPSON STREET, BOWEN HILLS QLD 4006
PRIOR TO CONSTRUCTION. 1:200@A3 DRAWING #: PHONE 1300 123 SHG WWW.SAUNDERSHAVILL.COM
Page 3
LEGEND
PROPOSED TREE:
Refer to Planting Plan and Schedule
S EXTENT OF WORKS GROUNDCOVERS & FEATURE
PLANTS:
Refer to Planting Plan and Schedule
7 COR rub
PLANTING AREA:
5 ALC odo Refer to Landscape Specification
S S S S S S 5 HEL FF
S S
3 CHA eur 40 LIR EG
TURFED AREA:
Refer to Landscape Specification
12 PHI xan 8 SYZ PM 5 PHI xan
WHYBA ROAD
7 SYZ PM 7 COR rub 5 COR rub
25 CRI ped 5 COR rub 5 PHI xan 9 PHI xan PAVING TYPE 1:
Concrete Finish
25 VIO hed 2 STR reg 5 STR reg Refer to Landscape Specification
1 WAT flo
15 VIO hed PLANTING EDGING:
CE Flush Concrete to street frontage only
BIO-RETENTION
BASIN PLANTING: 5 ALC odo Refer to Landscape Specification
Plant 8 plants per m2 5 HEL FF
EXTENT OF WORKS BOUNDARY:
20 LOM lon 3 ALC odo Refer to Landscape Plans
20 LOM hys 15 CRI ped
20 CAR app 7 COR rub
20 FIC nod 6 SPA sen
20 BAN spi 6 COR rub
20 CAL CC 4 ALC odo
26 SYZ PM
5 TRA jas
3 COR rub
7 COR rub
3 PHI xan
15 CRI ped
3 COR rub
EXTENT OF WORKS
1 CUP ana
3 PHI xan 25 CRI ped
7 COR rub
3 COR rub
10 ALT den
3 PHI xan BIO-RETENTION
BASIN PLANTING:
Plant 8 plants per m2
EXTENT OF WORKS
30 LOM lon
3 COR rub 30 LOM hys
30 CAR app
10 ALT den 30 FIC nod
30 BAN spi
6 PHI xan 30 CAL CC
3 COR rub
J:\9327 Mary Street, Noosaville (TLPC Pty Ltd)\Working Files\AutoCAD\L - Landscape\9327 L 03 PLANTING PLAN.dwg
15 CRI ped
7 COR rub
6 PHI xan
40 LIR EG
1 CUP ana
10 ALT den
20 PHI xan
3 COR rub 3 STR reg
3 STR reg
3 STR reg
5 COR rub 1 CUP ana 1 CUP ana 5 COR rub 15 PHI xan
6 PHI xan 35 ALT den 5 COR rub 5 COR rub 35 ALT den 3 STR reg
15 CRI ped 13 PHI xan 15 CRI ped 10 PHI xan
7 STR reg 7 COR rub
15 CRI ped 85 CRI ped
9 PHI xan
10 COR rub
3 COR rub
3 PHI xan
5 COR rub
EXTENT OF WORKS
MARY STREET
DISCLAIMER: DESIGNS DOCUMENTED ON THIS DRAWING
ARE THE PROPERTY OF SAUNDERS HAVILL GROUP PTY
AMENDMENTS:
ISSUE DATE DESCRIPTION CHECKED
CLIENT: WESSEL PETROLEUM PROJECT: 52-54 MARY STREET, DRAWING:
PLANTING PLAN saunders
LTD AND ARE NOT AUTHORISED FOR REPRODUCTION OR A 23.06.2020 OP WORKS REVIEW ISSUE NF PTY LTD NOOSAVILLE
USE IN WHOLE OR PART WITHOUT WRITTEN
PERMISSION. THESE PLANS HAVE BEEN PREPARED FOR
ISO 9001
QUALITY
ISO 14001
ENVIRONMENT
AS 4801
OHS
B 30/06/2020 OP WORKS ISSUE NF
havill
THE EXCLUSIVE USE OF THE CLIENT. SAUNDERS HAVILL
GROUP DO NOT ACCEPT RESPONSIBILITY FOR ANY USE
OF OR RELIANCE UPON THE CONTENTS OF THESE
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
DRAWN: FW CHECKED: NF
group
DRAWINGS BY ANY THIRD PARTY. CONFIRM ALL SCALE: 0 1 2 5m LANDSCAPE ARCHITECTURE
1:100@A1
9327 L 03 B
DIMENSIONS ON SITE AND CLARIFY ANY DISCREPANCIES 9 THOMPSON STREET, BOWEN HILLS QLD 4006
PRIOR TO CONSTRUCTION. 1:200@A3 DRAWING #: PHONE 1300 123 SHG WWW.SAUNDERSHAVILL.COM
Page 4
TURF:
TWO HARDWOOD STAKES APPROXIMATE ROOT BALL. A Grade couch or equivalent.
(1800 X 50 X 50MM WIDTH) Refer to Specifications.
PLACED 50MM FROM ROOTBALL.
4 STAKES FOR 400L STOCK OR TOPSOIL:
100
GREATER. 100mm site topsoil. 1300 1300
Refer to Specifications.
CL CL CL
150
INTERLOCKING TIES LOCATE STAKES OUTSIDE SUBGRADE CULTIVATION: 1200 1200
PLACED TWO-THIRDS OF OF EXCAVATION AREA. To a depth of 150mm.
THE TREE HEIGHT ABOVE
GROUND. EXISTING SUBGRADE
MIN.
350
STAKES & TIES - PLAN LD TURF TYPICAL DETAIL
03 Scale 1:10@A1 1:20@A3
NOTES: 1M SETBACK: TIMBER POST: PLANTING: TRELLIS MESH:
1. PLANTING HOLE: From nominal face of kerb or if adjacent Recycled timber post. Refer to landscape ArchBar climber mesh.
Dig hole to depth shown and cultivate to concrete paths placed centrally Wire brushed finish. plan and schedule Affix to the wall using powder
subgrade to depth shown between concrete path and back of kerb Non-pigment oil stained. coated hex head screws.
1M
TRUNK TO BACK OF KERB 3x coats. Confirm fixing methodology
2. WATERING prior to installation.
Soil Blend Spent Mushroom
Thoroughly water the root ball of each Light weight compost
plant immediately after planting.
Rendered block colour TBA. FIXING:
3. AN ADVANCED CONTAINER PLANT: Ensure render to be 200 Affix post to wall with
An advanced container plant shall be plant below top of block on inside. appropriate methodology
stock in container sizes of 300mm and HARDWOOD STAKE: Rio Bond reinforcing Countersunk.
greater. 50x50x1800mm - 600mm of stake into natural
ground. Do not place stakes through rootball.
individual heights of Planter Boxes
Refer to Architectural Drawings for
Versidrain 8 Dimpled TRELLIS MESH:
4. WATER RETENTION CRYSTALS: Secure with hessian ties by looping ties in a
Drain Sheet ArchBar climber mesh.
Apply water retention crystals at figure eight pattern. NOTE: Number of stakes Affix to the wall using powder
Manufacturer's rates to cultivated will vary with pot size- refer plant schedule. Rio @ 400 centres tied to
slab. All blockwork core filled
coated hex head screws.
subgrade.
MULCH: Confirm fixing methodology
Ardex WPM 320 prior to installation.
PLANT: 100mm Mulch - Refer to Specifications.
waterproof membrane
2400
Refer Plant Schedule and Specification. Pull away from base of plant.
Medium Grade geo TIMBER POST:
500 Fabric
FERTILISER TABLET: Recycled timber post.
Place slow release fertiliser tablet at the Wire brushed finish.
depth of the rootball. Do not allow to Non-pigment oil stained.
VersiCell 30mm drainage
come in contact with roots. Module 3x coats.
TOPSOIL: Screed 50mm min
Depth and type varies - Refer to Specifications. Fall to outlet
Backfill planting hole with premium grade topsoil.
PLANTING:
MIN
150
CULTIVATED SUBGRADE: Refer to landscape
Refer specification. plan and schedule
MIN 2 TIMES 25mm uPVC conduit Drainage outlet
WIDTH OF for irrigation lines connected to stormwater
ROOTBALL
LD ADVANCED STREET TREE TYPICAL DETAIL LD PLANTER BOX TYPICAL DETAIL LD TRELLIS PLANTING DETAIL
01 Scale 1:20@A1 1:40@A3 04 Scale 1:10@A1 1:20@A3 06 Scale 1:20@A1 1:40@A3
J:\9327 Mary Street, Noosaville (TLPC Pty Ltd)\Working Files\AutoCAD\L - Landscape\9327 L 04 CONSTRUCTION DETAILS SHEET 1.dwg
EDGING:
As specified on plan.
PLANTING:
Shrub or groundcover set vertical.
GARDEN BED: NOTES
1:4 max fall to allow for drainage. 1. COLOUR: Incorporate CCS Charcoal into mix to manufacturer's recomendations.
2. CONSTRUCTION JOINTS: Place at maximum 5m centres.
MULCH: 3. TOOL JOINTS: Make tool joint at equal distances from both ends. Make joint at points
100mm Mulch - Refer to Specifications. of change in curvature/ direction. Joints to be at right angles to direction of edge.
Ensure mulch is 25mm Min clear of plant stem.
300 Toe COMPACT SUBGRADE: CONCRETE MOWING STRIP:
Immediately below concrete edge strip Continuous extruded mowing strip.
Profile as indicated below and refer to
drawings. Refer to Landscape
TOPSOIL: Finish 150
Specifications for type.
Depth and type varies - Refer to Specifications.
20
flush
Backfill planting hole with premium grade topsoil. TURF SETDOWN 20MM
POT SIZE:
150
Refer to Landscape Plans and plant
schedule.
FERTILISER TABLET:
Place slow release fertiliser tablet at the
EXISTING SUBGRADE
depth of the rootball. Do not allow to
come in contact with roots.
EXISTING SUBGRADE
NOTES: SUBGRADE CULTIVATION:
1. Refer approved Landscape Plan for extent and Location of To a depth of 150mm.
Garden beds.
2. Apply super absorbant as per approved Landscape Plan.
LD PLANTING AREA TYPICAL DETAIL LD CONCRETE EDGING TYPICAL DETAIL
02 Scale 1:20@A1 1:40@A3 05 Scale 1:10@A1 1:20@A3
DISCLAIMER: DESIGNS DOCUMENTED ON THIS DRAWING
ARE THE PROPERTY OF SAUNDERS HAVILL GROUP PTY
AMENDMENTS:
ISSUE DATE DESCRIPTION CHECKED
CLIENT: WESSEL PETROLEUM PROJECT: 52-54 MARY STREET, DRAWING:
CONSTRUCTION saunders
LTD AND ARE NOT AUTHORISED FOR REPRODUCTION OR A 23.06.2020 OP WORKS REVIEW ISSUE NF PTY LTD NOOSAVILLE DETAILS - SHEET 1
USE IN WHOLE OR PART WITHOUT WRITTEN
PERMISSION. THESE PLANS HAVE BEEN PREPARED FOR
ISO 9001
QUALITY
ISO 14001
ENVIRONMENT
AS 4801
OHS
B 30/06/2020 OP WORKS ISSUE NF
havill
THE EXCLUSIVE USE OF THE CLIENT. SAUNDERS HAVILL
GROUP DO NOT ACCEPT RESPONSIBILITY FOR ANY USE
OF OR RELIANCE UPON THE CONTENTS OF THESE
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
DRAWN: FW CHECKED: NF
group
DRAWINGS BY ANY THIRD PARTY. CONFIRM ALL SCALE: LANDSCAPE ARCHITECTURE
DIMENSIONS ON SITE AND CLARIFY ANY DISCREPANCIES
PRIOR TO CONSTRUCTION.
AS NOTED DRAWING #: 9327 L 04 B
9 THOMPSON STREET, BOWEN HILLS QLD 4006
PHONE 1300 123 SHG WWW.SAUNDERSHAVILL.COM
Page 5
NOTE: LANDSCAPE NOTES & SPECIFICATIONS: REFER TO LANDSCAPE DETAILS FOR ADDITIONAL INFORMATION
Refer to structural Engineer for concrete
pavement specifications prior to construction. STRUCTURAL THE LOCATION OF ALL UNDERGROUND OR OVERHEAD SERVICES SHOWN ON THESE DRAWINGS IS INDICATIVE ONLY. VERIFY ALL
WORKS AND DIMENSIONS ON SITE BEFORE COMMENCING WORK OR SHOP DRAWINGS.THEY HAVE BEEN INCORPORATED AT THE DETAILED
2.8 Min REINFORCING: Cut every 2nd DESIGN STAGE FOR GENERAL INFORMATION. DO NOT SCALE DRAWINGS AND REPORT ANY DISCREPANCIES TO SITE
20 Min
SETOUT
mesh rod under sawn joint. SUPERINTENDENT. NO FOOTING, OR WALL TO ENCROACH THE TITLE BOUNDARY.
AT COMMENCEMENT OF WORK A LICENSED SURVEYOR SHOULD CONFIRM ALL SETBACKS AND SITING REQUIREMENTS.
100 Min
DRAWINGS SHALL BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS DRAWINGS AND COMPUTATIONS AND ALL
STRUCTURE SPECIFIED BY THE ENGINEER SHALL BE DESIGNED. ENGINEER TO SIZE ALL STRUCTURAL MEMBERS.
ALL WORK MUST COMPLY WITH THE BUILDING CODE OF AUSTRALIA AND AUSTRALIAN STANDARDS, AND ALL OTHER RELEVANT BY
SAWCUT OR TOOLED JOINTS AT 2M CENTRES LAWS AND AUTHORITIES. NO WORK SHALL BE UNDERTAKEN PRIOR TO APPROVAL BY A REGISTERED CERTIFIER.
WALLS REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR DETAILS OF ALL WALLS, UNLESS NOTED OTHERWISE.
SETOUT THE LOCATION OF THE WALL SHALL BE SET OUT AND MARKED ON THE GROUND AND INSPECTED BY THE SITE SUPERINTENDENT
PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
SERVICES THE LOCATION OF ALL UNDERGROUND OR OVERHEAD SERVICES SHOWN ON THESE DRAWINGS IS INDICATIVE ONLY. THEY HAVE
BEEN INCORPORATED AT THE DETAILED DESIGN STAGE FOR GENERAL INFORMATION.
FLEXIBLE JOINT DOWELS:
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LIAISING WITH THE HEAD CONTRACTOR TO DETERMINE THE "AS
AND FILLER BOARD: 12 Dia. HD Galv. rods x
CONSTRUCTED" LOCATION OF ALL WATER, SEWER, STORMWATER, ELECTRICAL, COMMUNICATION OR OTHER EXISTING SERVICES
Refer to specification 450mm [email protected] COMMENCING ANY EXCAVATION WORKS. IF DAMAGE OCCURS THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
to joint type. Grease and cap one end.
FOR THE RECTIFICATION OF ANY SERVICES OR WORK COMPLETED BY OTHERS (SUBCONTRACTORS).
REINFORCING: F72 Mesh.
40 top cover. DRAINAGE AND REFER TO ENGINEER CONSULTANT FOR DETAILS OF STORMWATER DRAINAGE AND GULLY PITS.
PLUMBING INSTALL SUBSURFACE DRAINAGE.100MM DIA. SLOTTED FLEXIBLE PVC IN GRAVEL SURROUND (MIN. 300) WRAPPED IN GEOFABRIC
100 Min
IN LOCATIONS SHOWN ON THE DRAWINGS OR AS DEEMED NECESSARY . CONNECT SUBSURFACE DRAINS TO EXISTING
STORMWATER SYSTEM OR OVERLAND FLOWS AS SHOWN. ENSURE POSITIVE FALLS MIN. 1:100
500 Typ. 500 Typ. FALLS AND DIRECT ALL SURFACE FALLS AS INDICATED ON THE DRAWINGS. GRADE ALL LAWN AND PLANTING AREAS EVENLY.
SURFACE PONDING IS UNACCEPTABLE.
LEVELS FINAL SURFACE LEVELS TO BE VERIFIED ON SITE.
EXPANSION JOINTS AT 12M CENTRES ON PATHS - MIN. SURFACE LEVEL CROSSFALL ON PLANTING AREAS TO BE 1:40;
- MIN. SURFACE LEVEL CROSSFALL ON PAVED AREAS TO BE 1:100.
SURFACE CULTIVATE ALL TURF AND PLANTING AREAS TO 150MM DEEP.
PREPARATION APPLY GYPSUM TO THE SUB GRADES OF ALL PLANTING AREAS AT A RATE OF 100 GRAMS (.1KG)/M2 AND BLOOD AND BONE AT A
NOTES: RATE OF 100 GRAMS (.1KG)/M2. APPLICATION TO TAKE PLACE IMMEDIATELY AFTER CULTIVATION WORKS.
1. REFER TO PLANS FOR CONCRETE SURFACE FINISHES. TOPSOIL FEATURE PLANTING AREA:
2. CONCRETE: Maximum aggregate size 10mm, minimum slump 80mm. PREPARE AS NOTED, INSTALL 300MM MODIFIED SITE TOPSOIL WITH ADDITIVES TO SATISFY AS4419 SOILS FOR GARDEN USE, PLACE
3. BROOM FINISH: Perpendicular to direction of travel. "DYNAMIC LIFTER" FERTILISER AT 5KG/100M2, SPREAD NOMINATED MULCH TO 100MM DEPTH. REFER FERTILISER NOTE FOR
4. EXPOSED AGGREGATE: Medium Expose in accordance with current FERTILISER APPLICATIONS. RAISED PLANTER TO HAVE PLANTER BOX MIX.
Cement and Concrete Association of Australia - Concrete Information
Sheets. Show at least 70% clean, evenly distribute aggregate. All
PLANTING SCHEDULE TURFED AREAS:
aggregate shall be well bonded in the cement matrix. PREPARE AS NOTED, MODIFY SITE TOPSOIL IN SITU TO SATISFY AS4419 SOILS OR IMPORTED TOPSOIL FOR GARDEN USE, PLACE
CONCRETE SLAB: "DYNAMIC LIFTER" FERTILISER AT 5KG/100M2. REFER FERTILISER NOTE FOR FERTILISER APPLICATIONS. SOIL SHOULD BE PLACED
N25 concrete slab, SL72 mesh IN THE AREAS AND TO THE DEPTHS SHOWN ON THE LANDSCAPE DRAWINGS OR AS OTHERWISE SPECIFIED. THE DEPTHS SHOWN
100 Min
placed centrally, 400mm lap IN THESE DRAWINGS ARE MINIMUM DEPTHS AND ALLOWANCE SHOULD BE MADE FOR CONSOLIDATION.
PLANTING AND TOPSOIL SHALL BE FINISHED AND COMPACTED LIGHTLY AND UNIFORMLY SO THAT THE FINAL SURFACE IS SMOOTH
AND FREE OF STONES AND OTHER LUMPS. GENERALLY SURFACES SHALL BE CROWNED AND FINISHED TO ALLOW THE DRAINAGE
COMPACTED SUBGADE:
PROFILE TO PREVENT LOCAL PONDING.
compacted to 97% modified
maximum dry density (M.D.D.). PLANTING SPECIES LISTED IN THE PLANTING SCHEDULES SHALL BE PLANTED AT THE SPACINGS AND IN THE LOCATIONS GENERALLY SHOWN
Soft spots to be reconstructed ON THE DRAWINGS.
with road base until suitable ALL PLANTING STOCK SHALL BE TRUE TO SCHEDULED NOMENCLATURE, WELL FORMED, HARDENED OFF TO SUIT THEIR FINAL
compaction is achieved LOCATION, DISEASE FREE NURSERY STOCK. THE ROOT SYSTEM SHOULD BE FIRMLY ESTABLISHED WITHOUT LARGE ROOTS
EXTRUDED FROM THE CONTAINER OR POT. PLANTING STOCK SHALL NOT BE POT BOUND.
THE LANDSCAPE COORDINATOR HAS THE RIGHT TO INSPECT AND REJECT ANY PLANTS NOT MEETING THE REQUIREMENTS OF
LD PAVING TYPE 1 DETAIL SPECIFICATIONS AND SCHEDULES. WHERE SPECIES AND/OR SIZES OF PLANTS ARE UNAVAILABLE, OBTAIN INSTRUCTION FROM
THE LANDSCAPE COORDINATOR. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE APPROVAL OF THE LANDSCAPE
07 Scale 1:10@A1 1:20@A3 COORDINATOR.
ADVANCED ALL TREES PLANTED SINGULARLY WITHIN TURFED AREAS SHALL BE MULCHED TO A DIAMETER OF 1000MM MIN.
TREES PREPARE AS PER LANDSCAPE DETAILS, INSTALL 300MM MIN. IMPORTED TOPSOIL BLEND TO SATISFY AS4419 SOILS FOR GARDEN
PAVER: USE, PLACE "DYNAMIC LIFTER" FERTILISER AT 5KG/100M2, PLACE 100MM DEEP OF 4 GRADE FOREST MULCH.
Refer to landscape specification REFER FERTILISER NOTE FOR FERTILISER APPLICATION.
for pave size and colour. ALL TREES SHALL BE FERTILISED WITH AN ORGANIC PELLET FERTILISER PRODUCT, SUCH AS ORGANIC XTRA.
J:\9327 Mary Street, Noosaville (TLPC Pty Ltd)\Working Files\AutoCAD\L - Landscape\9327 L 05 CONSTRUCTION DETAILS SHEET 2.dwg
GRAVEL:
MULCHING SPREAD MULCH AS SOON AS PRACTICAL AFTER THE COMPLETION OF PLANTING OR PLANTING AREA PREPARATION TO AVOID
Install minimum 100mm depth gravel.
EROSION. MULCH SHALL BE SPREAD EVENLY TO THE LOCATIONS, AT 100MM MIN.DEPTH AND PROFILES SHOWN ON THE
Refer to landscape specificaiton for
LANDSCAPE DRAWINGS OR AS OTHERWISE SPECIFIED. THE DEPTHS SPECIFIED IN THESE DRAWINGS ARE MINIMUM DEPTHS.
type.
MULCH SHALL NOT BE PLACED CLOSER THAN 25MM FROM THE STEM OF ANY PLANT AND 50MM TO THE BASE OF THE TRUNK FOR
ANY TREE STOCK. WHERE MULCHING OCCURS PRIOR TO PLANTING NO SOIL OR PLANTING MEDIA IS TO REMAIN ON THE TOP OF
GEOFILTER FABRIC: THE MULCH AT THE COMPLETION OF THE PLANTING PROCESS. MULCHING SHALL BE REINSTATED AS NECESSARY AT THE END OF
A24 Bidim THE LANDSCAPE ESTABLISHMENT PERIOD TO COMPLY WITH SPECIFICATIONS. MULCH AGED HOOP PINE.
CEMENT BASE:
Minimum 75mm wet cement/ sand TURFING TURF SHALL CONSIST OF STERILE SPECIES OF A-GRADE GREEN COUCH OR SIMILAR SPECIES AS APPROVED BY THE LANDSCAPE
EXISTING SUBGRADE
mix and haunched edges at 45°. COORDINATOR. THE SOIL THICKNESS OF THE TURF SOD SHALL BE A MINIMUM 25MM.
Haunch cement/ sand mix at a ratio TURF SHALL BE FREE FROM WEEDS, RUBBISH, STICKS AND OTHER DELETERIOUS MATERIAL. AREAS IDENTIFIED FOR TURF SHALL
of 6:1. HAVE ALL EXISTING GRASS AND WEEDS REMOVED AND OR TREATED WITH HERBICIDE AND THE EXISTING GROUND SURFACE
CULTIVATED TO THE DEPTHS SPECIFIED IN THE LANDSCAPE CONSTRUCTION DETAILS (MIN 150MM).
LD CONCRETE PAVER DETAIL IRRIGATION INSTALL SUB-SURFACE DRIPPER IRRIGATION SYSTEM. WATER SOURCE IS FROM STORED WATER SUPPLY WITH AUTO SWITCH TO
POTABLE SUPPLY. SYSTEM TO BE FULLY AUTOMATED.
08 Scale 1:10@A1 1:20@A3
CONCRETE CO-ORDINATE SOFT LANDSCAPE WORKS WITH HARDSCAPE AND BUILDING CONSTRUCTION.
PAVING
GEOFABRIC UNDERLAY: GRAVEL BASE: ESTABLISHMENT ALLOW FOR AN INITIAL 12 WEEK ESTABLISHMENT PERIOD TO ALL TURF AND PLANTING AREAS.
Light geofabric / weed as specified REFER TO LOCAL GOVERNMENT LAWS IN RELATION TO WATER USAGE RESTRICTIONS TO ENSURE WATERING REGIME IS NOT IN
matting underlay BREACH. WATER MINIMUM TWICE WEEKLY FOR FIRST 3 WEEKS, THEN WEEKLY THEREAFTER. TREES, TURF AND PLANTING TO
COMPACTED SUBGRADE: CONCRETE EDGE: SHOW ACTIVE SIGNS OF GROWTH AT THE END OF THE 12 WEEK MAINTENANCE PERIOD TO SATISFACTION OF LANDSCAPE
Compacted base course Refer detail ARCHITECT. FOOTPATH TURFING WORKS TO BE INSPECTED AT THE END OF THE 12 WEEK ESTABLISHMENT PERIOD FOR
100 Depth COMMENCEMENT OF THE 39 WEEK "MAINTENANCE" PERIOD. (OR AS CONDITIONED).
- ALLOW TO MAKE GOOD ALL AREAS AROUND NEW WORKS.
HARDSTAND EDGE: ADJOINING SURFACE: - REMOVE ALL CONSTRUCTION RUBBISH, USED PLANT CONTAINERS AND CLEARED EXOTIC UNDERSTOREY VEGETATION
Refer plans Refer plans FROM SITE.
UNTIL PRACTICAL COMPLETION AND DURING THE ESTABLISHMENT PERIOD THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR
100
UPHOLDING WORK AGAINST ANY DEFECTS DUE TO FAULTY AND/OR INFERIOR QUALITY MATERIALS AND/OR WORKMANSHIP AND
FAILURE OF PLANTS OR DAMAGE. ANY PLANTS WHICH HAVE DIED OR ARE NOT SHOWING SIGNS OF ACTIVE GROWTH WEEKLY
DURING THE ESTABLISHMENT PERIOD SHALL BE REPLACED.
EXISTING SUBGRADE
LD GRAVEL MULCH DETAIL
09 Scale 1:10@A1 1:20@A3
DISCLAIMER: DESIGNS DOCUMENTED ON THIS DRAWING
ARE THE PROPERTY OF SAUNDERS HAVILL GROUP PTY
AMENDMENTS:
ISSUE DATE DESCRIPTION CHECKED
CLIENT: WESSEL PETROLEUM PROJECT: 52-54 MARY STREET, DRAWING:
CONSTRUCTION saunders
LTD AND ARE NOT AUTHORISED FOR REPRODUCTION OR A 23.06.2020 OP WORKS REVIEW ISSUE NF PTY LTD NOOSAVILLE DETAILS - SHEET 2
USE IN WHOLE OR PART WITHOUT WRITTEN
PERMISSION. THESE PLANS HAVE BEEN PREPARED FOR
ISO 9001
QUALITY
ISO 14001
ENVIRONMENT
AS 4801
OHS
B 30/06/2020 OP WORKS ISSUE NF
havill
THE EXCLUSIVE USE OF THE CLIENT. SAUNDERS HAVILL
GROUP DO NOT ACCEPT RESPONSIBILITY FOR ANY USE
OF OR RELIANCE UPON THE CONTENTS OF THESE
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
Management System
SOUTHPAC
certifications
DRAWN: FW CHECKED: NF
group
DRAWINGS BY ANY THIRD PARTY. CONFIRM ALL SCALE: LANDSCAPE ARCHITECTURE
DIMENSIONS ON SITE AND CLARIFY ANY DISCREPANCIES
PRIOR TO CONSTRUCTION.
AS NOTED DRAWING #: 9327 L 05 B
9 THOMPSON STREET, BOWEN HILLS QLD 4006
PHONE 1300 123 SHG WWW.SAUNDERSHAVILL.COM