06/0950 - Approved Plans · 142006.950

 

Oren EXPANSION JOINT WITH STEEL DOWEL

 

      

   

 

| SUPPORTS, AT Gm OENTRES oo TURE
| ra | { ~ GROWING MEDIUM [STEPPER AS SPECIFIED
 unatia PALL <— UNIT PAVER AS SPECIFIED — =. anuacenrourace
— 150 mm THICK REHMFORCED MTECRAL = = we ' ~ ee
sehen mace enwoncro tre ————— WATERPROOFING SYSTEM Te oRtAR aco Fo FALE RECUIRED

PRELIMINARY SPECIFICATION

A. _ Existing sub-grade in planting areas. Test subsoil drainage to all trees planting positions and
planting areas. if necessary excavate under tree planting position down through impermeable
material to a permeable sub-grade depth, removing excavated material from site and Teplacing with

a porous material and suitable growing medium for nominated species. Settle backfill to prevent
subsidence.

SUITE {

139 GOTHA ST
FORTITUDE VALLEY

QLD 4006 AUSTRALIA
TEL: (G7) 3852 3922
FAX: (07) 3852 4766
E-MAIL
birsbane@placedesgng ow oom

 
 
 
 
 
 
  

PLANNING & DESIGN oo
© com

 

 

 

 
  

   

ENG. DETAILS

 

COMPACTED SUBGRADE AS PER.
ENGINEER'S DETAILS.

 

 

 
  

i + exists susseane ! i

WI

(L Concrete Path — (2 \, Tile Paving to Turt
\/ 1:40 7 440

 

 

180 x 100mm CLASS 1TIMBER BEAM

NOTE: ALL TIMBER TO BE OF CLASS 2

, DURABILITY UNLESS OTHERWISE SPECIFIED i
bo

Po 100 x 50 TREATED HW KICKRAIL

i [ ~— REINFORCED CONCRETE PATH

 

    

 

 

eaurst

~~ 100mm COMPACTED SUBGRADE

 

 

 

50mm WASHED RIVER GRAVEL

 

EXISTING SUBGRADE

 

180 x 150 x 800mm CLASS 1 HW
TIMBER PILES

 

 

 

 

 

 

 

 

{

VS 1:20

50mm COPING UNIT TO TOP OF WA
{NO OVERHANG)

 

|
|
|
| Ut
| / 4 \, Bioretention Swale Crossover

=< — STRUCTURAL SLAB - REFER

COMPACTED SUBGRADE
4 =—— CULTIVATED SUBGRADE
ISTE a EXISTING SUBGRADE

“--— COMPACTED SUBGRADE

— 2:4 MAX. CUT FOR PLANTBED AND LAWN
PROFILES

 

“— STONE UNIT STEPPER AS SPECIFIED.
STEPPER TO FINISH FLUSH WITH ALL
ADJACENT SURFACES.

 

“ \ Concrete Steppers
\_/ 4:10

Cl 289 x 56 TREATED HW TIMBER DECKING.

| DECKING FIXED TO BEAM WITH 120 x 6
GALVANISED COUNTERSUNK SCREWS

1

r_—— 460 x 50 TREATED HW TIMBER KICKRAIL

CLASS 1 HW TIMBER BEAM

    
  

 

METAL STRAPPING NAILED TO PILING

 

 

 

 

 

 

75mm MULCH LAYER
300mm GROWING MEDIUM AS SPECIFIED

 

 

 

WALL TO ENGINEERS DETAILS

i a A, , 4 PR
a i h i

 

600x600x400H A GRADE
ROUGH CUT SANDSTONE
40MM RENDER AND PAINT TO DRAINAGE MEDIUM AS SPECIFIED
MATCH ADJACENT BUILDING
=< | WALL TO ARCHITECT COLOUR GFNERAL GRADING PROFILE
Si SCHEME
N
i of -————~— COMPACTED SUBGRADE
200 SERIES BLOCK RETAINING

 

(7 \\_Dry Stack Retaining Wall - Section

 

\

 

DRAINAGE GRAVEL

FILTER FABRIC

 

  
 

—- 80MM AGPIPE TO CONNECT To 90Nv
STORMWATER PIPE TO ENG DETAH

  

i it
ae CULTIVATED SUBGRADE

 

~~ CONCRETE FOOTINGS TO
ENG SPECIFICATIONS

 

 

 

  
  

 

 

ii ARC FENCES 'BYRON’
ALUMINUM FENCING PANEL.
|  POWDERCOATED COLOUR
TO BE CHARCOAL

i — 100X100mm HW POST.
5mm ARIS ON ALL EDGES
i NOM. @2400 CRS

 

 

 

 

 

 

 

 

 

 

(A 6 \ BLOCK RETAINING WALL - SECTION
A 4:20

 

 

 

 

 

CONCRETE FOOTING
TO ENGINEER'S DETAILS

 

lo 4
F420

(8.\ ALUMINUM FENCE WITH HW POSTS
C ~

 

. Contractor is to be advised by landscape architect prior to surfacing. Refer to engineers details.

Remove all of the roadbase and deep rip where plantbeds and grassed areas are to be installed over
abandoned roadway.
B. Cultivation: (Existing Sub-grade) Cultivate all planting areas to a minimum depth of 150mm
Prior to back filling with topsoil and/or fill material to the specified depths. Set down sub-grade to
accommodate topsoil layer to nominated depihs.
C. Topsoil: Install minimum 300mm depth imported topsoil or improved site topsoil's to planting
areas to comply with AS44149 'sandy loam’ classification. PH level to be between 5.5 -6.5
D. Fertiliser Planting: Apply approved slow release fertiliser for natives, 8-9 month formulation
with 2 15-20,1.5-2.5,6-10 NPK to all plants af time of planting. Apply the required amount evenly
around the root bail prior to back filling in accordance with the manufacturer recommendation and
recognised horticultural practice.
E. Staking: Use new unpainted 2400mm x 25mm x 25mm straight hardwood embedded min.
600mm into the soil. Stake ail plants supplied in 200mm containers and above. Position two stakes
equidistant from the plant centre and in tine with the prevailing wind directions or Tri-Stake as
required. Secure the tree with suitable lengths of non-abrasive material looped in figure-8 pattern
around the trunk.
F. Finished Levels and Grades: Construct finished grades to the finished levels shown on the
civil drawings. Ensure positive drainage away from buildings, on planted areas and pathways to
drainage collection points as indicated on the drawings. Ensure a maximum grade of 1:4 to all
planied and iurfed areas.
G. Services: Verify location of services on site and on the road reserve prior to commencement
of Landscape Works. Trees to be planted 1m minimum from services.
H. — Mulch: Organic Mulch- To all planting areas, place 75mm thick matured,stockpiied organic site |
mutch with fines below 2° removed. Mutch shail finish 25mm below adjacent surfaces. i
Turf: A-grade Patmetto St. Augustine or approved equal instalied over 100mm deep site
improved or imported sandy foam topsoil, rolled on completion. Topdress as necessary to remove
undulations and the like. Turf areas to have minimum 1:75 crossfall. Ensure turf areas are well
drained,
M. Shade Structures: to be certified by engineer prior to construction. All timber elements to be |
coated with an approved oil prior and after nstalation. All metal fixings to be galvanised. I
N. Walls: structural specifications to engineer's details. |
0. Maintenance: Establish and maintain works for a period of thirteen (13) weeks during which
make good defects after the issue of the Certificate of Practical Completion by the Landscape
Superintendent. Maintain accepted horticultural practices, as well as rectifying defects that become
apparent in the works under normal use. Rectify any of the contract works thai are damaged or
destroyed unlawfully by others until the end of the defects liability period being fifty two (52) weeks. |
P. irrigation Design and Construct: install an automatic irrigation system to provide
water-effective and complete coverage to all planting and turf areas, providing a minimum of 25mm
weekly. Provide a controller in a secure iocation in a weatherproof lockable cabinet. Controller to
allow for regulation of system to account for natural rainfall conditions. Finat iocation of controller to
be confirmed, Provide alf necessary backflow prevention devices in accordance with Noosa Council.
All connections to take off points to be undertaken by a licensed plumber to approval of NC. Install
driptine irrigation to plantbeds and sorinklers to lawn areas.
M. Structures: All structures to be certified by engineer prior to construction. All timber elements
to be coated with an approved oi! prior and after nstalation. Ali metal fixings to be galvanised.
N. Pavements: setout, ievels and finishes as shown on landscape plans, structural details to
engineer's specification.
N. Trees to be Retained: Landscape arhitect is to select trees and shrubs to be retained prior fo
clearing of any vegetation that does not directly interfere with building, roadways and services. Mark
trees and shrubs to be retained with suitable non-injurious, easily visible and removable means of
identification. Tags to be 100 x 50mm zincanneal tags, painted yellow and lettered according the the
tree numbering system on the drawings. secure the tags using loose galvanised steel wire bands.
Protection and repair: Protect trees and shrubs to be retained from damage, including those beyond
the site area, both above and below ground. Repair any damage to the trees during this work.
O.Tree Enclosures: Provide temporary protective enclosures or guards to the tree drip line.
Enclosure to be four (4) strands of fencing wire or a plastic mesh barrier, supported on star Dickets
spaced at no more than 4000mm spacing.
P.Work Near Trees: The areas within the dripline of the trees is to be kept free of construction
materials and debris. Do not place butk materials and harmful materials under or near trees. do not
place spoil from excavation within this area. Prevent wind-blown materials such as cement from
harming trees and plants. Prevent damage to tree bark. Do not attach stays, guys adn the like to
trees. Do not remove topsoil from, or add topsoil to the areas within the dripline of the trees. if
excavation is required near trees to be retained, give notice and obtain instructions. Open up
excavations undertree cnopies for as short a period as possible. Use hand methods to locate,
expose and cleanly remove the roots on the line of excavation. If itis necessary to excavate within
the dripline, use hand methods such that root systems are preserved intact and undamaged. Do not
Cut tree roots exceeding 50mm in diameter. Where it is necessary to cut these roots, use means so
to not unduly disturb the remaining root system. Immediately after cutting, apply a bituminous fungal
sealant to the cut surface to prevent the incusrion of rot or disease. Backfill to excavations near tree
roots with a mixture consisting of 3 parts by volume of topsoil and 1 part of well rotted compost with a |
neurtal pH value, free from weed growth and harmful materials. Place the backfill layers, each of
300mm maximum depth compacted to a dry density, similar to that of the original state. do not |
backfill around trunks to a eight greater than 300mm above the original ground surface. Immediately
after backfilling thoroughly water the root zone surrounding the tree. Do not compact the ground |
under trees - if compaction ooccurs, give notice and obtain instructions. water the trees as
esesSaryificindiiig wiierevootsarea osed at ar-ambient lemperatura> 36°C —
Q.Permeable Pavement : Grasscrete infilled with gravel is to be installed in car park areas below \

 

   

  

drip lines of trees to be retained. Extent is to be advised following further tree analysis. Civil

 

 
   
 

NOOSA SHIRE COUNCIL. “3

_ _ PLANS APPROVED :
| 01[Oe |...

Reproduction of the whole of part of the document constitutes an
infringement of copyright. The information, ideas and concepts
contained in this document are confidential. The recipieni{s) of
‘this document is/are prohibited from disclosing such information,
ideas and concepts to any person without the written consent of
the copyright holder.

DIMENSIONS :

Ail dimensions are in mitimetres unless othensise noted. Do not
scale from this drawing

| Verity all dimensions on site prox to construction

CIVIL, STRUCTURAL, HYDRAULIC, ELECTRICAL
AND SPECIALIST WATER FEATURE WORKS -

1 specialist and consultant work. Speciatist and consultant drawing.

information contained in the landscape documents are indicaive
‘onty and not for construction or cerfification purposes.

PROJECT
OZCARE
Cooyar Street
NOOSA HEADS

 

OZCARE

 

fasue j issue Description By | Chk | Date

PY | PRELIMINARY kH of we | 24006
| ADDITIONAL DETAIL om | wn | 071205

t
|

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWING TITLE

HARDSCAPE DETAILS

Drawn > AWIKH
Designed MN
ProjectNo. - OZC01

SCALE AS INDICATED @ Ai
gy ET |
SHEET NUMBER ISSUE

OZC01_CD901 8