Original source · versioned page text
Approved Plans OPW21-0212
MATERIALS & FINISHES SCHEDULE
CODE / ITEM REQUIREMENTS
Garden Edge Type 1 100x38mm Treated pine garden edging surround with 500x38x38mm treated pine
(EG-1) Stree Trees pegs at Nom.1500mm centres. Refer to detail and specification.
Garden Edge Type 2 Aluminium link edge Form Boss Edging install between gravel & Bark Mulch.
(EG-2) Gardens
SUNSHINE BEACH ROAD
Turf Type 1 (T1) A-Grade Couch 'Wintergreen' Laid as per detail shown on CD-200.
Garden Bed Type 1 On grade typical garden bed, 300mm depth amended site or imported topsoil to
(GB-1) specification, cover with 100mm thick Organic Mulch, refer to detail CD-200.
BOTTLEBRUSH AVE
NAIRANA REST
Garden Bed Type 2 Podium planter. Fytogreen Hydrocel 40 light weight podium soil, cover with 100mm
(GB-2) thick Organic Mulch, refer detail CD-200.
Mulch Type 1 (ML-1) 100mm depth 25mm Hoop Pine Bark Mulch.
PLANTING SCHEDULE
SITE
W
M
3000
S
W
RO
A
R IM
ER
B
DRAWING SCHEDULE LEGEND LEGEND
20281 CD-000
20281 CD-001
COVER SHEET
LANDSCAPE SPECIFICATION NOTES
SURFACE FINISHES PLANTING
20281 CD-101 PLANT - GROUND FLOOR T-1 TURF TYPE 1
20281 CD-102 PLANT - LEVEL 1 T-1 Winter Green Couch GROUNDCOVERS
20281 CD-200 LANDSCAPES DETAILS
GB-1 Garden Type 1
GB-1 General Gardens Typical
SMALL SHRUB
GB-2 Garden Type 2
GB-2 Podium
SHRUBS
EG-1 EG-1 Timber Edge
- Refer to CD-200
HEDGES
EG-2 EG-2 Metal Edge
- Refer to CD-200
FEN-1 FEN-1 Timber Fence TREES
- Refer to CD-201
D D
NOOSA COUNCIL Revision Date Amendment Drawn Checked
APPROVAL ONLY
COVER SHEET APPROVED PLANS
OPW21/0212 24 AUG 2021 NOT FOR CONSTRUCTION
A
B
C
2021.07.14
2021.07.14
2021.07.20
For Approval
For Approval
For Approval
XL
XL
XL
CS
CS
CS
CD-000 scale: 1:2000@A1; 1:4000@A3 D 2021.08.10 RFI Response - For Approval CS CS
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
NORTH
20281 COLE PROJECTS QLD PTY LTD
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Page 2
LANDSCAPE NOTES
EXTENT OF WORKS Plant stock notes: determine where the 'As Constructed' location of all water, sewer, stormwater, electrical,communication or
other existing services before commencing any excavation works.
- Container sizes are noted as follows:-
Contractor shall allow to carry out items of landscaping as detailed on the Landscape Plans listed on 20281 Cover - Pots in millimetres.
Sheet CD-001. Contractor to ensure they have the latest issue of the documents prior to tendering and construction. 10. MAINTENANCE OF LANDSCAPE WORKS
- Bags in litres. Where directed by the Principal Contractor all must comply with soil and erosion control measures.
Contractor should also take full account of documentation of Architectural, Civil Engineering, Hydraulic Engineering - Stock may be rejected if plants are:-
and Electrical Engineering works which will be made available on site. Hard surface layout is to be at the discretion of The Landscape Contractor is to allow for topping up mulch, rectifying defects, top dressing sunken edges,
- Undersized proportional to specified container size or if the root system is underdeveloped. replacing failed or under-performing plant stock at the end of the Maintenance Period. All Council controlled
the Project Manager. Where there is conflicting information, contact the Landscape Architect.
- Oversized proportional to specified container size or severely root bound. works to be inclusive of a twelve (12) month maintenance program. Internal landscape to include 13 weeks
- Unbalanced or uncharacteristic of normal or specified growth pattern for the species. establishment maintenance by landscape contractor.
Landscape works for this contract are to include the following:
- Not suitably acclimatised for the specific environment.
1. Co-ordination with other Trades and conduit installation - Diseased, infested with pests or suffering from other form of significant stress. Maintenance and Inspection Program
- Have poor root development or root defects. Responsibility Weeks after practical completion Maintenance Inspection
2. Excavation and Drainage of planting areas
- Substitution of specified plant species only by written instruction from Landscape Architect. Frequency
3. Topsoil - Supply and incorporation
Contractor 0-2 3 per week
4. Edging to planting areas where not already supplied
Implementation notes: Contractor 3-4 2 per week
5. Shaping of garden areas
Ensure all planting procedures result in healthy plant species within the prevailing soil, climatic and management environment of Contractor 5 - 13 1 per week
6. Containerised Plant Material - Supply and installation Contractor 14 - onwards As per established maintenance regime
7. Garden Mulch - Supply and Spread this project. The following minimum is expected:
8. Turf - Supply and lay - Excavate a hole for each plant twice the diameter of the rootball and 100mm deeper than the root ball. Break up the base of
Maintenance Program General Notes
9. Services the hole to a further depth of 100mm and loosen the sides of the hole.
- Maintenance inspection frequencies are minimum.
10. Maintenance of landscape works (3 months) - Remove the plant from the container with minimum disturbance to the root ball, place in final position, ensure it is central - Monitor plant performance and stress constantly and take appropriate remedial action. Soil moisture
11. Podium soils and plumb. Ensure the root ball is level with the finished surface of the soil surrounding the hole or bed. levels are critical during early establishment. Avoid over irrigating planting areas.
12. Soil Amendments - Ensure correct placement of fertiliser requirements such as Nutri-Tech Solutions 'Life-Force Gold' + Life Force Carbon is - Mow turf every 2 weeks.
13. Irrigation ameliorated into existing or imported topsoil and that any water retention additive and the above fertilisers are installed as - Prune and shape all shrubs and trees on a monthly basis as required.
per the manufactures specification. - Remove all stakes at 90 day inspection, or after satisfactory establishment.
1. Co-ordination with other trades - Thoroughly water plants immediately after planting with sea change KFF and at such times during the contract period - Fertilise all garden beds and street trees at 3 months.
Contractor is to make full allowance for the reasonable activities of other trades. as required. All large stock will require a minimum of 10ltrs of water and smaller stock 5ltrs of water at the time of planting. - Contractor shall maintain an up to date written log book to record inspection observations and actions.
Contractor shall allow for the installation of electrical services for landscape lighting at the appropriate time in the - Backfill with topsoil as specified. Lightly tamp and water thoroughly to eliminate any air pockets. Ensure that - The log will be made available to the site superintendent, upon request, at any time for examination.
construction program. Contractor shall pay due consideration to installation of irrigation lines so as to minimise topsoil is not placed over the top of the rootball.
disturbance to planted areas. The coordination of appropriate conduit lines forms part of this contract. Inspection Plan
All tree stock within the landscape works must be healthy, true to form and free of defects: The Contractor shall co-ordinate the following inspections with the site superintendent.
Contractor shall take due care with any machinery to site. Particular care is to be taken with newly poured concrete - Roots should be of good form and free from circling, girdling, J-rooting or other defects/abnormalities. Contractor - "Pre-start" - prior to commencement of works, for setout approval and construction timetable
curbing and with newly laid A.C. road surfacing. Any damage to existing structures or services will be rectified at the to tease out roots and prune as required to encourage healthy root development. Contractor is not to accept trees confirmation.
contractors expense. Any disputes will be settled by the site Superintendent. which are not of a high quality or grown to best horticultural practice. - Excavation inspection - at completion of excavation and drainage works and prior to topsoil addition.
- All tree stock to be inspected at unloading and prior to planting. Trees that fail to meet the above criteria are not be - Pre-planting inspection - at commencement of placement of advanced plant material.
Removal of Debris - Setout inspection - at first setout of containerised plant stock.
planted and are to be returned to the Nursery/Supplier.
Site is to be cleared and is to remain clear of any deleterious material prior to commencement and throughout - "On Maintenance" - at practical completion.
- Collect all empty plant containers daily during planting operations, remove from site and return for nursery to re-use.
construction of landscape works. Planting areas are to contain planting and selected drainage materials only and are - "Off Maintenance" - 13 weeks after practical completion.
- Do not vary the plant locations from those specified on the drawings unless otherwise directed by the
not to contain any building material waste. Superintendent. Should it be necessary to vary the locations and spacing for any reason, immediately apply for
11. Podium Soils
directions by the Superintendent. Replace failed or damaged plants. This does not include vandalised or stolen plant
2. Excavation and drainage of planting areas Lightweight podium soil mix shall be supplied and installed by the Contractor to planters and podium areas
material - this will be replaced prior to practical completion. to locations shown on plans.
Break up and remove any asphalt, roadbase material or excess concrete slurry from kerbing works to achieve
required planting depths. Excavate site soil as required to ensure consistent high quality planting material. Break up The soil mix shall be:
Establishment notes: i. Free from perennial weeds and their roots, bulbs or rhizomes.
existing subgrade to a depth of 300mm. Any excavated planting areas are to be scarified at sides to provide
The Establishment Period commences at the date of Practical Completion of Works. During the Establishment Period maintain best ii. Free from building rubble, including bricks, concrete, plaster, timber, oil or any other matter deleterious
anchorage for future root development. Additional excavation works will be required in areas of advanced plant
horticultural pratices including (but not limited to) the following items where required: watering, weeding, fertilising, pest and to plant growth.
material. Drainage is to be incorporated to all planting areas that are enclosed by hard edging and not otherwise
drained. Contractor should allow for drainage to all garden areas. disease control, mulching, pruning, rubbish removal and keeping the site neat and tidy. Rectify defects that become apparent in the iii. Free from rocks or stones greater than 8mm diameter, but in any case, to have less than 15% stone by
works under normal use. dry weight.
3. Topsoil - supply and incorporation iv. To have all components batch blended evenly throughout and have a pH range of 6.0 - 7.0 (i.e., slightly
All soils are to comply with AS 4419 Table 1 (both site topsoil and imported topsoil) 7. Garden mulch - supply and spread acid to neutral).
Topsoil for garden areas should be a minimum 300mm depth. Where available maximise the use of soil from on site. All mulch is to be free of deleterious or extraneous matter such as soil, weeds, rocks, and twigs. The finish level of the mulch is to be v. To have a light to medium friable loam texture.
Top soils are to be tested for horticultural suitability and receive appropriate amelioration if required. All topsoil must level with the finish level of all adjacent surfaces after settlement allowances of the topsoil and mulch. Ensure all mulch is placed vi. Free from Silt Material.
be free from noxious weeds, rocks, roots, nut grass, rubbish or any other deleterious material. clear of plant stems to avoid rotting at ground level. Mulch is to be 25mm Hoop Pine Mulch with no more than 10% fines nominal vii. Conducive to the establishment and maintenance of healthy, thriving plants.
Place all topsoil in the areas directed and specified. Ensure that the topsoil is spread and graded evenly to prevent 25-50mm size or approved equal. Mulch shall be to a predominant depth of 100mm as described above. Mulch is to be formed to
avoid placement against green plant stems and overflow from purpose formed edges, kerbs and pathways. Samples of all mulch The planter mix to planters shall be Hydrocell 40 Extensive Lightweight Soil / Podium Mix comprising 30%
any ponding. Prevent excess compaction by construction plant. Stripped site topsoil needs to be stored in piles no
types to be provided to Landscape Architect for approval prior to installation. Washed Sand, 40% Hydrocell, 20% 14mm scoria and 10% Composted Organics by volume. Supplier Fytogreen
greater than 2m high x 3m wide. Topsoil storage piles for storage greater than 4 months should be seeded with a
Australia Tel - 1300 182 341
suitable grass mix. Eradicate weeds using environmentally acceptable methods Project Urban discourages the use of
Glyphosate and is happy to discuss alternative options with the Landscape Contractor. Noxious weeds need to be 8. Turf - supply and lay
The Contractor may offer an alternative soil mix based on previous experience. Full details of such mix
screened out of the topsoil prior to placement. Obtain turf from a specialist grower of cultivated turf.
including situations of use elsewhere shall be submitted to the Superintendent for consideration. The
Turf notes: Superintendent shall provide written approval or otherwise to the Contractor prior to the Contractor ordering
4. Edging to planting areas - "A" Grade turf as per Material Schedule with a minimum sod depth of 25 mm soil mix.
All planting areas adjoining turf are to be edged as specified on the landscape plans or detail sheets. Edging should - Turf to be laid within 24 hours of being cut and on day of delivery.
finish flush with adjoining finished levels and hard pavements. Round / Ease all edges where applicable. - Grade turf areas evenly with falls to drains. 12. Soil Amendments
- Allow for ground preparation and placement of 100mm topsoil to specification requirements. The Contractor shall allow to amend the garden and podium soil with the following components, to be
5. Shaping of garden areas - Apply 'turf starter' fertiliser prior to laying (as per Manufacturer's specifications). confirmed by soils test:
Planting areas are to be finished in a well mounded fashion to facilitate drainage of excess water and to show - Lay turf parallel to slope contours with staggered, close-butted joints so that the finished turf surface is flush with Nutri-Tech Solutions 'Life Force Carbon' - Spread a 3 - 5 mm layer of Life Force® Carbon™ over garden
planting to best advantage. Mounds to be generally of 1:3 max and 1:5 minimum at time of practical completion. adjacent finished surfaces. beds. Work into the top 10- 15 cm of soil where practical and water in well. Apply 2-3 times a year for best
- Turf to be laid 10mm proud of adjoining surfaces to allow for settling of topsoil and to ensure there is a flush finish at at results. Planting New Trees: 1 - 2 cups per tree in the hole.
6. Containerised plant material - supply and installation the end of the maintenance period. Nutri-Tech Solutions 'Life Force Gold' - For Landscapes - 200 g (or 1 cup) per square metre and for
All planting is to be carried out in a manner consistent with good horticultural practice. All plant stock is to be in - Water in well and roll after laying to remove undulations - ensure all joins are gap-free. Top-dress any gaps or Podium Media - 15 grams per litre
accordance with the scheduled nomenclature, well formed, hardened off nursery stock. They are to be container undulations with coarse washed sand.
grown in potting mixture with a healthy root system and not pot bound. All pots shall be free of weeds and plant - Keep lawn moist until established and rooted in. Install temporary 13. Irrigation
stock is to be free from living insects, pests and disease. All plants are to be fully sun or shade hardened-off to suit Contractor is to install D&C fully automated irrigation system including pumps, valves, controllers and
barriers (flagging tape) to ensure walking and driving on turf
their on-site growing position for a minimum period of 6 weeks. Contractor shall be responsible for replacing failed irrigation components. Drip irrigation is to used to garden and podium planting areas. Irrigation system is to
areas is prevented and avoided.
plant stock within the 12 month maintenance period. It is therefore recommended that the Contractor does not be designed to deliver between 25-30mm of water to garden beds per week and have sensors to prevent
- Replace failed turf and relay with new turf. over watering following rain events. Contractor is to allow for connection to either mains water or rainwater
accept below Standard stock from the Nursery/Supplier.
Ensure sufficient supply of each species shown on the drawings is available to achieve the required layout and densities, and in the harvesting tanks. If using rainwater harvesting tanks a float valve allowing top up form mains water must be
event of supply for replacement stock due to failure, damage, unhealthy specimens or theft. Prior to plant stock arriving to site, a 9. Services provided to ensure sufficient water is always available for garden irrigation. Irrigation design plans and
Nursery inspection including the Landscape Architect and Landscape Contractor is required. The plant supplier is to ensure all stock - The location of all underground or overhead services shown on these drawings are indicative only. They have been schedule of materials are to be provided to superintendent for approval prior to installation.
(or good selection of stock) is present during the inspection. It is also recommended that the Landscape Architect is on site to inspect incorporated at the design or Council Approval stage for general information. The Landscape Contractor shall be responsible for
plant stock and plant set out prior to planting. liaising with the Principal Contractor to
NOOSA COUNCIL Revision Date Amendment Drawn Checked
APPROVED PLANS APPROVAL ONLY
LANDSCAPE SPECIFICATION NOTES OPW21/0212 24 AUG 2021
NOT FOR CONSTRUCTION
A
B
C
2021.07.14
2021.07.14
2021.07.20
For Approval
For Approval
For Approval
XL
XL
XL
CS
CS
CS
CD-001 scale: N/A D 2021.08.10 RFI Response - For Approval CS CS
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
20281 COLE PROJECTS QLD PTY LTD
Page 3
400mm WIDE 100mm DEEP 3 ALP cae
40-74mm RIVER GRAVEL FOR 3 DIA LJ 2 COR rub 3 DIA LJ
2 MEL CT MAINTENANCE ACCESS 2 COR KIW 3 DIA cae 9 SYZ SN
3 AUS dul 3 DIA LJ 3 DIA cae 10 ZOY ten
2 COR rub
1 PAN tec 12 MYO ell 2 COR KIW 1 PLU obt
3 DIA cae
5 DIA LJ 3 MAG LG D
ADJOINING NEIGHBOUR LOT
FEN-1 FEN-1
EG-2
GB-1 GB-2
EG-2
T-1 EG-2
EG-2
2 COR KIW 3 DIA LJ
4 COR rub
FEN-1
3 DIA LJ 1 ELA eum
EG-2
GB-2
4 SYZ res
PROPOSED BUILDING - REFER TO 2 FIC nod
150mm WIDE 100mmDEEP
ARCHITECT DRAWINGS
ADJOINING NEIGHBOUR LOT
40-74mm RIVER GRAVEL TO 2 STR reg
W
3 CAS CI
M
DRAINAGE SWALE OVER
5 AUS dul DRIVEWAY
GEOFABRIC.
CONNECTION POINT
1 BAN int 1 ELA eum
3000
EG-2
5 STR reg 8 HEL psi 22 DIC SF
1 PAN tec 2 STR reg
3 DIA LJ 2 FIC nod
GB-1 15 LOM TC
S
4 CAS CI
EG-1
4 CAL GBF 4 SYZ RES
EG-2
600mm WIDE 100mm DEEP 15 ZOY ten
FEN-1
T-1 10 DIC SF 2 COR rub
40-74mm RIVER GRAVEL TO 1 ELA eum
DRAINAGE SWALE OVER 3 DIA cae 3 DIA LJ
1 BAN int
GEOFABRIC. 6 MOL cap 2 MOL cap
3 DIA LJ
GB-2
GB-1 EG-2 EG-2 EG-2
EG-1 EG-2
2 STR reg FEN-1 FEN-1
5 DIA cae ADJOINING NEIGHBOUR LOT
4 COR KIW 5 DIA cae
3 HEL bih 2 COR KIW 2 ALP cae
1 Mag LG 2 COR KIW 3 DIA cae
5 DIA LJ 1 PLU rub
5 ALP cae 5 DIA LJ 2 COR KIW 14 SYZ SN
2 COR rub 3 DIA LJ
2 COR rub 2 DIA LJ 2 ALP cae
2 ALP cae
Street trees must be set back 1.0m D
behind back of kerb. Refer to
approval conditions. NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021 Revision Date Amendment Drawn Checked
APPROVAL ONLY
PLANT - GROUND FLOOR As annotated by Council
NOT FOR CONSTRUCTION
A
B
C
2021.07.14
2021.07.14
2021.07.20
For Approval
For Approval
For Approval
XL
XL
XL
CS
CS
CS
CD-101 scale: 1:50@A1; 1:100@A3 D 2021.08.10 RFI Response - For Approval CS CS
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
H
RT
O
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20281 COLE PROJECTS QLD PTY LTD
Page 4
400X400mm STEPPER FOR
MAINTENANCE ACCESS
5 GOO ova 7 CAS CI 3 CAS CI
3 CAS CI 3 XAN CD 8 WES AB
D
3 WES AB 5 GOO ova
5 DIC SF
1 ASP aus
3 AGA att
7 DIA TS
1 BAN BC 2 CRA OVA 4 TRA var
4 DIA RG 5 GOO ova 3 XAN CD
6 WES AB 5 GOO ova 4 SCA PF
6 CAS CI 1 ASP aus
1 BAN BC 8 XAN CD
1 ALL bri
2 AGA att
1 ASP aus
2 CRA ova
4 DIC SF 4 SCA PF
1 BAN BC PROPOSED BUILDING - REFER TO
3 CAS CI ARCHITECT DRAWINGS 4 TRA var
6 DIA RG
7 DIA TS
1 MET LD 2 ASP aus
1 BAN BC 7 DIA TS
3 CAS CI 2 AGA att 4 TRA var
4 DIF SF 2 CRA ova 4 SCA PF
1 BAN BC
4 DIA RG 1 ASP aus
6 CAS CI 1 ALL bri
1 BAN BC 1 AGA att 1 ASP aus
4 SCA PF
2 CRA ova 4 TRA var
5 DIC SF 7 DIA TS
1 ASP aus
3 DIC SF 3 GOO ova 5 GOO ova
6 MOL cap 3 ASP aus 3 ASP aus
5 GOO ova 3 DIC SF 3 DIC SF
D 3 GOO ova 6 MOL cap
Revision Date Amendment Drawn Checked
NOOSA COUNCIL
APPROVAL ONLY
PLANT - LEVEL 1 APPROVED PLANS
OPW21/0212 24 AUG 2021 NOT FOR CONSTRUCTION
A
B
C
2021.07.14
2021.07.14
2021.07.20
For Approval
For Approval
For Approval
XL
XL
XL
CS
CS
CS
CD-102 scale: 1:50@A1; 1:100@A3 D 2021.08.10 RFI Response - For Approval CS CS
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
H
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20281 COLE PROJECTS QLD PTY LTD
Page 5
Notes:
- Place the rootball on a firm base. Notes:
- Thoroughly water the root ball immediately after planting. - Place the rootball on a firm base.
- Cultivate sides of excavated hole 50mm deep. - Thoroughly water the root ball immediately after planting.
- Do not disturb kerb, road pavement or road side drainage works. - Cultivate sides of excavated hole 50mm deep.
- Tease out roots on side of rootball when planting. - Do not disturb kerb, road pavement or road side drainage works.
- Ensure top of rootball is not buried; expose and set flush with finished level. - Tease out roots on side of rootball when planting.
- Ensure top of rootball is not buried; expose and set flush with finished level.
Set soil level at top of
rootball (at flare of trunk)
Notes:
Pull away mulch - Place the rootball on a firmed base to achieve required FSL.
from base of plant - Thoroughly water the root ball immediately after planting.
- Number of stakes will vary with pot size. Refer plant schedule.
Form mulch berm - Cultivate sides of excavated hole 50mm.
50x50x2400 HW Timber stake:
Place 600mm into the ground. Do to the perimeter of 90mm∅ capped slotted pipe
not place through rootball. Secure the rootball Hardwood stake: Place 600mm 75mm below top of planter
with hessian ties by looping in a into the ground. Do not place connected to drainage system
figure eight pattern. through rootball. Secure with per Hydraulic Engineer
ties by looping in a figure eight River stone to
pattern. top of pipe
Raise plant 20-30mm above Distance to local Hardwood Stake: Mulch
authority Raise plant 50mm above - refer to plans for organic or
top of kerb. 25x25x90mm Place 600mm
requirments finished surface level. inorganic locations
into the ground. Do not
Do not excavate Mulch: Pull away from base place through rootball.
within 50mm of of plant. Secure with ties by looping
Form an earthen basin Light weight podium mix per
edge restraint or in a figure eight pattern.
varies
around base of plant. specification
pavement. 100
Top of Kerb Mulch: Pull away from
FSL base of plant. Geotextile fabric
Form an earthen basin 30mm Atlantis drainage cell
50 Topsoil blend
300
min 300
around base of plant. or similar approved
2
Topsoil blend Water retention additive
1 1 Topping slab - If required.
1 Fertiliser: Do not allow 1 Depth varies to achieve falls
Topsoil blend to drain.
fertiliser to come in 1
Bio-degradable Geo-fabric Fertiliser: Do not allow
contact with roots. Waterproofing and protection
Water retention contact with roots.
width (w) - to Architect's Specification.
additive 10 - 20mm Drainage gravel
2xw Podium / basement slab
100mm drainage gravel in Water retention additive
- refer Engineer's detail.
heavy or poor draining soils. Connect drainage gravel
to back of kerb, subsoil
Incorporate slow release organic
fertilizer and water retention
drainage where
applicable 2 45-200ltr PLANTING 3 140-300mm PLANTING 4 PODIUM PLANTER
additives to backfill per CD-200 1:10@A1, 1:20@A3 CD-200 1:10@A1, 1:20@A3 CD-200 1:10@A1, 1:20@A3
Manufacturer's recommendations
FSL
1 STREET TREE PLANTING Mulch
CD-200 1:10@A1, 1:20@A3 - to 100mm depth
All trees to have 100% NATSPEC inspection prior to delivery to site
Soil blend or site topsoil
- to 300mm depth
Notes: FSL
(X)
- All timber to be CCA pressure treated to
Cultivated subgrade
AS1604, Hazard 5, rough sawn pine. Timber edge - to 150mm depth
- All timber edges to be arissed to comply
with council standards.
- All timber ends to have one coat of Stakes
Cuprinol or equal prior to installation.
- Stakes to be 400mm into ground at max.
1200mm centres, or as required to obtain Existing/compacted
smooth curves. Top of stake to finish /subgrade/subase
20mm below top of timber edge. Where
timber edges meet at corners provide 6 GARDEN BED TYPE 1 7 GARDEN BED TYPE 2
double stakes. CD-200 1:10@A1, 1:20@A3 CD-200 1:10@A1, 1:20@A3
- All fixings to be hot dipped galv.
- Leading edge is to be free of burrs and
splinters. Turf as specified
Street trees must be set back
Topsoil
TIMBER EDGE STAKES (X) = Height above - to 100mm depth
38 50 finished surface level FIXINGS
Cultivate subgrade
1.0m behind back of kerb.
50mm Bugle Headed - to 150mm depth
FLUSH
Batten Screws.
100
20mm 75mm Bugle Headed Existing subgrade
Refer to approval conditions.
Batten Screws.
100mm
100mm Bugle Headed
150mm Batten screws.
100x38mm
50x50mm
8 TURF PROFILE
5 EDGE TYPE 1- STREET TREES
CD-200 1:5@A1, 1:10@A3
Turf profile scale 1:5
CD-200 1:5@A1, 1:10@A3
Timber garden edge
NOOSA COUNCIL
APPROVED PLANS
Revision Date Amendment Drawn Checked
OPW21/0212 24 AUG 2021 APPROVAL ONLY
CONSTRUCTION DETAILS
A 2021.07.14 For Approval XL CS
NOT FOR CONSTRUCTION B 2021.07.14 For Approval XL CS
As annotated by Council C 2021.07.20 For Approval XL CS
CD-200 scale as noted D 2021.08.10 RFI Response - For Approval CS CS
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
20281 COLE PROJECTS QLD PTY LTD
Page 6
Paling - refer to notes
Post - refer to notes
Fence Type 1 Notes:
1. Palings to be ACQ pressure treated pine 100 X 19mm to
INSIDE
OUTSIDE Rail - refer to notes
AS1604 Hazard 3. Fix palings with 2 (No.) 50mm x 2.5mm
screw shank or ring shank HDG nails to each rail.
2. Paling locations are to be fixed to rails and sleepers as
G.L. above. Overlap of palings to be 30mm. 3. Posts to be ACQ
Footings - Round top of
treated HWD to AS1604, Hazard 5, refer Specification.
eq.
footings to shed water.
- Refer to Engineer's drawings.
3. All post to have no heart (50mm from centre of pith). Aris
all edges. All posts to be 100 x 100mm, evenly spaced with a
1800
maximum spacing of 2400mm. Corner posts and end posts to
eq.
Capping - 125x25mm have footings to a depth of 1200mm.
Post 4. Rails to be ACQ treated Pine to AS 1604, Hazard 3 100 x
25
50mm as per spec. Butt join rails as shown on alternative
100
Rail
100
G.L.
Paling posts where possible. Screw rails to posts with 1(No.) Type 17
100mm Bugle Head Batten Screws. Aris all edges.
5. Capping to be ACQ pressure treated pine to AS1604,
1000
Hazard 3 100 x 25mm. Screw capping to rail with 1(No.) Type
10mm dia. Gravel
17 Bugle Head Batten Screws @ 600 cts. Arris all edges.
nom.100
OUTSIDE
40 30
Paling 6. Fittings are to be hot dipped galvinised for all screws and
350dia.
max.2400 centres
Rail
Capping rail over
fittings. Coat with a film of grease or a bitumestic product
INSIDE
Post before use.
1 FENCE TYPE 1
CD-201 1:20@A1, 1:40@A3
1.8m high timber paling fence
NOOSA COUNCIL
APPROVED PLANS
Revision Date Amendment Drawn Checked
OPW21/0212 24 AUG 2021 APPROVAL ONLY
CONSTRUCTION DETAILS
A 2021.07.14 For Approval XL CS
NOT FOR CONSTRUCTION B 2021.07.14 For Approval XL CS
C 2021.07.20 For Approval XL CS
CD-201 scale as noted D 2021.08.10 RFI Response - For Approval CS CS
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
20281 COLE PROJECTS QLD PTY LTD
Page 7
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021 PROPOSED UNIT DEVELOPMENT
31 BOTTLEBRUSH AVENUE, NOOSA HEADS
Engineering for COLE PROJECTS
N
SITE LOCATION PLAN
≥ ≤
CIVIL DRAWING INDEX
≥
SITE DESCRIPTION
LEVEL DATUM
Status:
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A FOR APPROVAL OPERATIONAL WORKS 24.06.21 AJP used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: DRAWING INDEX AND Job Ref No: Drawing No: Issue:
way may result in legal action. 31 BOTTLEBRUSH AVENUE,
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
Engineering P: 07 5477 6437
E: [email protected]
P: 07 4154 4894
E: [email protected]
NOOSA HEADS
STANDARD NOTES SC-8839 C001 A
TROY PAULSEN / RPEQ: 6990
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021
Page 8
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
Status:
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A FOR APPROVAL OPERATIONAL WORKS 24.06.21 AJP used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: CONSTRUCTION MANAGEMENT PLAN Job Ref No: Drawing No: Issue:
way may result in legal action.
Engineering P: 07 5477 6437 P: 07 4154 4894 31 BOTTLEBRUSH AVENUE,
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
E: [email protected] E: [email protected]
NOOSA HEADS TROY PAULSEN / RPEQ: 6990
SC-8839 C005 A
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021
Page 9
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
[OCR of page images]
EXISTING WATER MAIN
EXISTING TELSTRA —
600mm COVER.
EXISTING
KERB INVERT
x NOOSA COUNCIL
: APPROVED PLANS
foo OPW21/0212 24 AUG 2021
EXISTING SURFACE
‘800mm COVER.
PROPERTY
BOUNDARY
PROPERTY
BOUNDARY
EXISTING SURFACE
0.42m
B99 VEHICLE TEMPLATE
IN ACCORDANCE WITH
a °°
es | ; AS 2890.1 FIGURE C1.
DESIGN SURFACE
%, 9
‘ A
k 1.5m { 1.5m >}< EF 5.290 >f< 446m >
PROPOSED WATER MAIN TO BE LOWERED TO
MAINTAIN 800mm MIN COVER. CONTRACTOR TO LODGE
DESIGN SURFACE
EXISTING SEWER O WITH SERVICE PROVIDER AND ALLOW ALL COSTS.
PROPOSED TELSTRA LINE TO BE LOWERED TO
MAINTAIN 600mm MIN COVER. CONTRACTOR TO LODGE
WITH SERVICE PROVIDER AND ALLOW ALL COSTS.
ES SECTION (8B SECTION
Oat Al 50 at At
'
NOMINATED PROPOSED
WATER METER LOCATION
225D uPVC (SN8)
USIL; 29.73
DSIL: 29.71
a
LEGEND
EXISTING PROPOSED,
PROPERTY BOUNDARY
————— buitone
— ROAD CROWN
ee KERB AND CHANNEL
oo EDGE OF CONCRETE
— — sii — — mea DRAINAGE
— —s— SEWER
— —Ww— WATER
— —1— — — —T— — TELSTRA
LINEMARKING
—_ FENCE
33.0 CONTOURS
BATTERS
RETAINING WALL
CONCRETE PAVEMENT.
DIRECTION OF FALL
MAJOR OVERLAND:
FLOW PATH
CONCRETE FIELD INLET
(600x600 U.N.O.)
STRUCTURE NUMBER:
ex133.00 133.00 SURFACE LEVEL
exiL2ht W241 INVERT LEVEL
—————————————_——cuxX“,
NOTE; REFER DWG C001 FOR STORMWATER NOTES
AND (025 FOR SECTIONS AND DETAILS
UPSTREAM OVERLAND FLOW
PATH CALCULATIONS
JUPSTREAM CATCHMENT: SPOON DRAIN CAPACITY:
A = 415m V = 0.059m'/s
1.0x332x0.415) therefore: Q100 < V
360
where;
.038m/s 50.013; S=0.015
ld '
> ENCLOSED BIN STORE. PROVIDE
= PM eG ciel 1.0m? MAX. BUNDED BIN WASH
Ww y DOWN AREA. REFER HYDRAULICS
x ENGINEERS DWGS FOR DETAILS. cp
G1P2033 Lot 128
xr YOkL_ UNDERGROUND PROPOSED CAR TURNTABLE INSTALLED RETAINING WALL TO STRUCTURAL RP8B93%,
vw | Oe bal TO MANUFACTURERS SPECIFICATIONS. ENGINEERS SPECIFICATIONS (TYP.)
S%, —
PROPOSED SERVICES TO BE ——__ | x ey, ROOF WATER sth Stee
RELOCATED. CONTRACTOR TO H o | a a ' vega
LODGE APPLICATION WITH f Ue, 1 % 1
SECURE PROVIDERS AND t "Sey p =
ALLOW ALL COSTS H (} ~
(A
if | iF iH
\ | t | \ } \ a | \ |-— 3000 V SPOON DRAIN OPEN CHANNEL
‘ACO Ki00S GRATED DRAIN OR u i 4<— ROOF CONNECTION. REFER 7 l, \ ! DRAINAGE BY VANTAGE PIPES INSTALLED
APPROVED EQUIVALENT WITH \ é + HYDRAULIC DWG'S FOR ' 1 l7 / y yt IN ACCORDANCE WITH MANUFACTURERS
TRAFFICABLE CLASS "D" GRATE. | WA DRESSED DRVEWAY CROSSOVER, ,/ CONTINUATIONS (TYP). oy { SPECIFICATIONS FOR EXISTING UPSTREAM
|| CONTRACTOR TO LODGE WITH SERVICE M8 ra | 1 OVERLAND FLOW PATH.
| PROVIDER AND ALLOW ALL COSTS. GS = Lor 136 |
F i Ry RP88934
4 % <—_~
| . Lot 129
| RESIDENTIAL VEHICLE + RP 88934,
oe CROSSING AS PER IPWEAQ
S~ sto pwWGS RS-049 & RS-050.—|
' \
i ha
' t |
I~
) \ | <e
I |
4 :
1
I e, Ww
! ee, |
i 2, I 2 |
1 1 iL
1 a un
! | Project North:
CONNECT NEATLY TO KERB AND CHANNEL ~| | :
WITH APPROVED KERB ADAPTORS TO | 900x900 TYPE 1 FIELD INLET
IPWEAG STD DWG RS-081 (TYP). | TO IPWEAQ STO DWG D-050
; 1
(G
i
a H 2/002 vPVC (SHO) L 2756 upvc (SNB) GTP596 LOT 130 Scales:
USIL: 31.85 USIL: 32.50 RPBE934, .
joe ome A hh” 200 tA
SITEWORKS LAYOUT PLAN ss! FOR APPROVAL
‘SCALE A
NOT FOR CONSTRUCTION
NOTES : | Client: COLE PROJECTS Designed: SFD Drawn: AIP Title: Date: MAY 2021__| Scale; AS NOTED
Issue Amendment Date oa | i re engineer. and may = Sunshine Coast Office Bundaberg Office
| FORREST WORE oe Seopa ready ernpatcete a Empire Uz trtonalcast Macedon 04553 ceaDeensrest nstergausto | Project PROPOSED APARTMENT DEVELOPMENT ‘Approved: SITEWORKS AND DRAINAGE PLAN ‘Job Ref No: Drawing No: [ Issue:
a [UeokTeD TNE ARE canter] , famreunemaca ns” | OY aa poses pong 31 BOTTLEBRUSH AVENUE, = SC-8839
eer RTT, raat ne | 2 Reeeseeuesrengeetocntrs Swimenae sae. ESienuGereianestpcona E sinne-Gersteenbent co NGOSRTERDS. . Sa . coz0 | .&
F DAVEWAY GLAPES SUsuN) To SECTION B. 9.86.2) SEP
Fe
Page 10
LEGEND
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
Project North:
N
Scales:
0 1 2 3 4 5m 1:100 at A1
A
1:200 at A3
Status:
PAVEMENT PLAN
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A
B
FOR APPROVAL OPERATIONAL WORKS
UPDATED TO NEW ARCH
24.06.21
30.06.21
AJP
IDS
used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: PAVEMENT PLAN Job Ref No: Drawing No: Issue:
C FOR APPROVAL 01.05.21 IDS way may result in legal action.
Engineering P: 07 5477 6437 P: 07 4154 4894 31 BOTTLEBRUSH AVENUE,
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
E: [email protected] E: [email protected]
NOOSA HEADS TROY PAULSEN / RPEQ: 6990
SC-8839 C030 C
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021
Page 11
DRIVEWAY NOTES
SAW CUT JOINT DETAIL (SCJ) TYPICAL EXTERNAL STAIR DETAIL STORMWATER PIT PAVEMENT STORMWATER MANHOLE PAVEMENT
REINFORCEMENT DETAIL REINFORCEMENT DETAIL
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
EXPANSION JOINT DETAIL (EJ)
EDGE THICKENING DETAIL (ET)
DRIVEWAY CROSS OVER - BREAKOUT TYPE Status:
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A FOR APPROVAL OPERATIONAL WORKS 24.06.21 AJP used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: SITEWORKS AND DRAINAGE Job Ref No: Drawing No: Issue:
way may result in legal action. 31 BOTTLEBRUSH AVENUE,
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
Engineering P: 07 5477 6437
E: [email protected]
P: 07 4154 4894
E: [email protected]
NOOSA HEADS
SECTIONS AND DETAILS SC-8839 C035 A
TROY PAULSEN / RPEQ: 6990
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021
Page 12
SIGNAGE AND LINEMARKING NOTES
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
LEGEND
WATCH FOR
BICYCLE AND PEDESTRIAN SIGNAGE
VISITOR
Status:
LINEMARKING LAYOUT PLAN
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A
B
FOR APPROVAL OPERATIONAL WORKS
UPDATED TO NEW ARCH
24.06.21
01.07.21
AJP
IDS
used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: SIGNAGE AND LINEMARKING PLAN Job Ref No: Drawing No: Issue:
C FOR APPROVAL 01.07.21 IDS way may result in legal action.
Engineering P: 07 5477 6437 P: 07 4154 4894 31 BOTTLEBRUSH AVENUE,
D FOR APPROVAL (ADDED PEDESTRIAN SIGN) 05.07.21 AJP
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
E: [email protected] E: [email protected]
NOOSA HEADS TROY PAULSEN / RPEQ: 6990
SC-8839 C040 D
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021
Page 13
LEGEND
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
B99 CAR
VISITOR
Project North:
N
Scales:
0 0.5 1.0 1.5 2.0 2.5m 1:50 at A1
A
1:100 at A3
VEHICLE MOVEMENT PLAN - B99 INGRESS Status:
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A
B
FOR APPROVAL OPERATIONAL WORKS
UPDATED TO NEW ARCH
24.06.21
30.06.21
AJP
IDS
used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: VEHICLE MOVEMENT ANALYSIS Job Ref No: Drawing No: Issue:
way may result in legal action. 31 BOTTLEBRUSH AVENUE,
C FOR APPROVAL 01.05.21 IDS
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
Engineering P: 07 5477 6437
E: [email protected]
P: 07 4154 4894
E: [email protected]
NOOSA HEADS
SHEET 1 SC-8839 C050 C
TROY PAULSEN / RPEQ: 6990
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021
Page 14
LEGEND
NOOSA COUNCIL
APPROVED PLANS
OPW21/0212 24 AUG 2021
B99 CAR
VISITOR
Project North:
N
Scales:
0 0.5 1.0 1.5 2.0 2.5m 1:50 at A1
A
1:100 at A3
VEHICLE MOVEMENT PLAN - B99 EGRESS Status:
NOTES Client: COLE PROJECTS Designed: SFD Drawn: AJP Title: Date: MAY 2021 Scale: AS NOTED
Issue Amendment Date Dft 1. This is the property of the engineer, and may not be Sunshine Coast Office Bundaberg Office
A
B
FOR APPROVAL OPERATIONAL WORKS
UPDATED TO NEW ARCH
24.06.21
30.06.21
AJP
IDS
used, copied, or reproduced wholly, or in part without the
express permission of the engineer. Infringement in any
L2, 13 Norval Court Maroochydore Q 4558
PO Box 102 Mooloolaba Q 4557
66A Barolin Street Bundaberg Q 4670
PO Box 2052 Bundaberg Q 4670
Project: PROPOSED APARTMENT DEVELOPMENT Approved: VEHICLE MOVEMENT ANALYSIS Job Ref No: Drawing No: Issue:
way may result in legal action. 31 BOTTLEBRUSH AVENUE,
C FOR APPROVAL 01.05.21 IDS
2. Figured dimensions take precedence over scaled.
3. Verify all dimensions on site. ACN 112761510 ABN 21112761510
Engineering P: 07 5477 6437
E: [email protected]
P: 07 4154 4894
E: [email protected]
NOOSA HEADS
SHEET 2 SC-8839 C051 C
TROY PAULSEN / RPEQ: 6990
Document Set ID: 21570944
Version: 1, Version Date: 27/07/2021