06/0159 - Amended Landscaping Plans [As Published] · 142006.159

Page 2

Item 5. Hydraulics

Item 5.1. All easements are shown on JF&P drawing M1757-03B

Item 5.2. Ail easements are shown on JF&P drawing M1757-03B

Item 5.3. All easements are shown on JF&P drawing M1757-03B

Item 5.4. Construction Hydraulics drawing 1451.0.2A show required levels.

Item 5.5. Refer to Construction Hydraulics drawing 1451.0.2A where infiltration pits have
been removed in favour of overland flow.

Item 5.6. The work described on the drawing under ‘Note’ is not part of the work by this
proposal. The 300 culvert is already inadequate as it takes water from the
existing 900 x 900 box culvert.

Item 6. Roadworks
Refer amended Reinmac drawings 25908-C1-C

Item 6.1. Refer amended drawing 25908.C1.C

Item 6.2. All easements are shown on JF&P drawings M1757-03B

Item 7. Architectural Drawings

Item 7.1. All easements are shown on JF&P drawings M1757-03B

Item 7.2. Pram ramp is indicated on 0411-DD01 A

Item 8. Generat

Item 8.1. Refer to attached letter from Reinmac Engineers dated 16% March 2006

Item 8.2. Refer new Construction Hydraulics drawing 1451-C-03 for relocated sewer
layout.

Item 9. Advice

Item 9.1. Refer attached modification to application to include sewer reticulation.

Item 9.2. & 9.3. Portable Long Service Leave documentation is forth coming. Bond payments
are forthcoming. Please notify is when all other issues are resolved.

Please continue to process the application on the basis that these will be paid prior to the
telease of operational Works Approvals.

We attach 4 copies of the amended documentation as requested.

Yours faithfully

py
Peter Middap
MIDDAP & DITCHFIELD PTY LTD
ARCHITECTS

 

Page 3

 

17/83/2886 98:41 Si- 7-54441158 RIENMAC PTY LTD SCST PAGE @2

SUNSHINE COAST OFFICE:

» SUITE 5, FIRST FLOOR, ANE AD
PTV CNA. ELANORA OA & BRISBANE AD.,
° + R fi E N MAC LTD MOOLOOLABA, QLD. 4557

~ -A.C.N, 010.668 430, __ _____ | TELEPHONE: (07) 5a7@ 2500
A.B.N, 52.010 686 430 FAX: (07) 544011580
E-MAIL: [email protected]
A.W. RIENECKER GE MIE, Aust CONSULTING ENGINEERS P.O. BOX 149

PL. RIENECKER SE MIE. Aust CIVIL AND STRUCTURAL MOOLCOLABA, QLD. 4557

16 March, 2006

The Manager

Middap Ditchfield Pty Ltd
Cnr Mary & Thomas Streets
NOOSAVILLE QLD 4566

ATTENTION: PETER MIDDAP

Dear Sir,

PROPOSED UNIT DEVELOPMENT AT _ 126-132 GYMPTE TERRACE,

OOSAVILLE
Ref No, 2£908

With regard to Noosa Councils request for information for vour Operational Works

application for the above project. Item 8.1 requires some comments on the
Geotechnical report.

We understand the site js to be filled and hence no excavations are envisaged that would
affect the stability of neighbouring structures. We anticipate the foundation system for
the proposed development will consist of high level strip and pad footings supported on
screw piers or similar.

If you have any queries regarding the above, do not hesitate to contact us.

Yours faithfully,

a

PETER RIENECKER

W/

GOLD COAST OFFICE: SANTA CRUZ HOUSE, 2/66-60 SANTA CRUZ BLVD., ISLAND QUAYS, GLO. 6228
TELEPHONE: (07) 5578 5722 FAX: (07) 5572 0425 Email: [email protected]

2590K-Councilt pWorks Page batt

 

Page 4

WASTE MANAGEMENT PLAN - Construction—-  __

All Contractors to be advised.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Material On-Site Destination

Re-use & Recycling Disposal
Type of Material | Estimated On-site specify Off-site specify | Specify

Volume (m?) proposed re-use contractor and | contractor and

or on-site recycling outlet | landfill site

recycling methods
Excavation 30m Reuse on site N/A N/A
Garden Organics Nil N/A N/A N/A
Bricks Refer H N/A N/A N/A
Concrete Refer H N/A N/A N/A
Specify please Refer H N/A N/A N/A
Plasterboard Refer H N/A N/A N/A
vey please Refer H NIA NIA N/A
Other — Genera! Taken to Noosa
Builders Waste 100m? N/A NIA Land fil
WASTE MANAGEMENT PLAN - Demolition
All Contractors to be advised.
Material On-Site Destination

Re-use & Recycling Disposal
Type of Material | Estimated On-site specify Off-site specify | Specify

Volume (m3) proposed re-use | contractor and | contractor and

or on-site recycling outlet | landfill site

recycling methods :
Excavation NIL N/A N/A N/A

Mulched for reuse

on site
Garden Organics 20m3 150mm topsoil NIA N/A

stripped for reuse

site

Crushed for
Bricks 60m3 N/A reuse N/A
Contractor TBA
Crushed for

Concrete 20m3 N/A feuse N/A

 

 

 

Contractor TBA

 

 

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

mo eb ep . House for |
removal : ~~
. Demolisher to
pocity_ please 50m3 NIA take remainder N/A
to salvage yard
for recycling
Contractor TBA
Plasterboard NIL N/A N/A N/A
Recycie
through
Metals — Roof 30m3 NIA Demolishers N/A
salvage yard
Contractor TBA
Other — General ,
Builders Waste- | 100m? NIA NIA Taken to Noosa
Non hazardous Land fil

Page 6

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Architects
MIDDAP DITCHFIELD Ply Ltd
Aaetitect Fong. Mo ~ P| OCTET Chictifiekd - 2185

aba 7
Se
NOOSA\
SS 774 877 Fax - (07) $474 0908
Emad - medarofozemai.comau
‘CUENT
NC Oliver Properties Pty Ltd
PROJECT
PROPOSED UNIT DEVELOPMENT

LocaTION:
Hilton Terrace
NOOSAVILLE

DRAWING

Developed Design
Upper Floor Plan
- om
1:100 Aug 2005 JA

Projno, Deg ra.
0411 DD 03-A
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West Elevation

 

 

 

 

 

 

 

  

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East Elevation

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| UNIT
Kitch
fee Dee ___
: UNIT Ai MIDDAP DITCHFIELD LO Pty Lt Ltd
UNIT At Living con aaoeas 70
WwirR Kitchen mize oem
OLD_4
: am = Ph - (07) 5474 0877 tena
7 mada mal. coms
—
Kaew ee ss iver Properties Pty Ltd
PROJECT
Section B-B PROPOSED UNIT DEVELOPMENT
Section AA Hilton Terrace

NOOSAVILLE

Developed Design - Site A
Elevations & Sections

= am 9
4100 Aug 2005 JA

Prono, Derg no.
0414 OD 04-A

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Architects
MIDDAP DITCHFIELD Pty Ltd

‘Architect Rag, No, - P Miidap -OO185D_T Ditchield «002195

abn, 49.004 485 708

Car Mary and Thomas Steots

NOOSAVILLE QLD 4566

Ph - (07}5474 0877. Fax - (07) 5474 0906
madarcfjazamai.com aut

 

 

Emaa -
LENT
NC Oliver Properties Pty Ltd
‘ . PROJECT
PROPOSED UNIT DEVELOPMENT
LOCATION
Hilton Terrace.
NOOSAVILLE
DRAWING:
Developed Design - Site B, C&D
Elevations & Sections
se cue aan
4:100 Aug 2005 JA
Pra. Degno.
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Page 11

 

   
 

“Fox” Gross

: bit
Pollutant Trap 00g | 2°" protection New re am ‘umen GENERAL NOTES &
— concrete channel Mill Street

GENERAL NOTES

These Drawings are dlogrommatic only and shall be reod In conjunction with all relevant
Architectural and other consultants drawings and specificotions ond other written
instructions that may be issued during the course of the contract.

 

    
  
  
 
 

 

 

LEGEND

 

 

SL opprox 1.150

 

   

Existing culvert

New concrete
Inlet with

discharge

Pollution Control Management Plan (PCMP):
1. To be responsibility of Management

 

   
     
 

      
   
 

     

   
  
 

     
    
  

 

      
  
   

 

   
 

  
 

 

 

natural bonk

notural bank

 

 
 
 
 
  
  
    
  
  
 

min 1000 .

 

 

 

 

 

 

 

 

 

 

 
   
 

 

 

  

  

 

a - Diomet . . “leet A ‘
Any discrepancies sholl be referred to the supervising officer for decision before SercT Boned Gross Poltutont 2. To list all in flow filtering devices like leaf eaters
proceeding with the work. es locations, Invert levels, aurtoce levels, ond mim — Existing storm woter Collection Trap at DP’s and other filters
ixture locations, . . reer .
contra oipes lore correct and obtainable prior to commencement of the work. ¢.0.8. Gleonout te surface 3. To keep and maintain a log of cleaning
The exact tocation of existing, and proposed services. shall be verified with Storm Water Drainage Een eee noce levet 4. To clean devices including first flush storage tank
the relevant Authority, or other trades as applicable. pe Agi Drain GP Gully pit —as to manufactures specification _
- STORMWATER DRAINAGE _ ; on Gross Pollutant Tap —minimum quarterly, but monthly in rainy season
Underground pipework shall be 100 dio PVC class SW min grade 1:100 U.N.O. y Mon He oft h infall t
Downplpes shall be 100 Dio PVC class SW. , Ic inspection < thamber after each major rainfall event
COVERS & FRAMES . Down Pipe Ka Kerb & Chonnel 5. To inspect and clean tanks minimum once yearly
Covers subject to vehicular traffic to be 555 dio, cast iron, medium duty UNO MH Manmole ay 6. To install ond. maintain pump and fixtures for
C in grassed or conc. areas to be 535 dio. cast iron, concrete infill light duty. —a-— een Eccentric enlarger PO. janter outle! eee see gs
Covers in paved ‘areas to be 600 sq. infill to match poving pattern. Floor West, RPB Real Property Boundary reuse/watering/irrigation as to manufactures specification
Covers in tiled areas to be os for paved areas with bross edging. 8 FWG lly faste RPD Real Property description
Concrete Infill covers to be stamped “SWD” or “SEW” os appropriote. guily RWO Rain woter outlet
Covers & Frames to be “Foston” or equol approved. Rue Rain water head Pollutant Effie Rati Devi
urface Level u iciency Ratin
GRATINGS he “faston, Gatle” 4 equal 8q Squore y 9 evice
Gratings for storm water to be “faston, Gatic” or approved equal. St ter drai . ~~
Buty to match manufacturers recommendations for loading condition. : SH Storm woter drain ae bor Litter 80_100% Fl, Fox
h grate to be transverse bor. : { svers |
Hoot waste grates in public reas to be chrome plated bross TG Trench grate longitudinal ber Organic 80—100% FI, Fox
in private areos may be PVC. u/g Underground .
u/s Under slob Coorse Sediment 80~100% Fi, Fox
4 un.o. Unless noted otherwise
Fine Sediment 60-80% Fl, Fox
\ Free Oil & Grease} 60-80% Infiltration
: Nutrients (N&P) 40-80% Infiltration
'
. POLLUTION CONTROL SCHEME
110.530
). 4.
{Lo.450 Description
Chamber to be
GOO inspected & cleoned:
be ing min ev. 3 mths.
120 monthly OckFeb.
100 after each major roinfalt
ra inched grate
200 Ground level
NEW_IC_INSPECTION CHAMBER
Secondary SCHEMATIC A_linfiltration deleted 7-04
Grade Wi2144/12 trainer To Sewer NTS Issue Notes Dot
Floor drain to strainer = For Development Approval
Bucket on For Building Approvat x 23-11
Strainer ~100 For Tender
Construction
‘Thrust block As Constructed
PO Box 11°
Budding QLD 45
. em: [email protected]
New 150mm www. conhyd.c
PROPOSED BUNDED EXTERNAL RFC headwall oN he a8 discharge PH: 5444 BE
WASH DOWN DETAIL CONNECT IO SEWER ism proposed developmen Fi 34a 8:
| CONTACT: Reinhold Koenning MIEAust RPEO No 7C
Scale 1:50 min SNo
velocity CLIENT :
breakers
150x150x50

NC OLIVER PROPERTIES PTY LTD

 

ARCHITECT :
MIDDAP DITCHFIELD PTY LTD

 

 

 

to Noosa River Existing | Existing kerb & Chonnei [CT PROPOSED UNIT DEVELOPMENT
—_—— drain to open channel HILTON TERRACE
Existing 900x900 NOOSAVILLE
‘culvert, BRAWING TITLE:

DETAILS

111.80 |__| fiso
1

SECTION A ~_A

Grossed oreo
DETAIL DISCHARGE TO OPEN
CHANNEL

TRENCH GRATE & "FOX" GROSS

TRENCH GRAIE & TVA via

POLLUTANT TRAP DETAIL

 

 

 

 

 

 

POLLUTANT IRAP Vera Design| RK _[creckes] [pote [22-11-05 | Dwg. No.
onauao [1 of 3 | 1451-0-4

\. Sem :
RPD:— Lots 1, 2, 3 & 9 MCH3881

 

 

 

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get anf wn xnA
Rote:
Remove edating Sew iit
§6v07 701 /02, Sea 05
Place New Sew MH HTI/! owe
gust Sew 2 dicated to
Couch recairamenta
Bencning to Counch Requrements
ao
Goss 12
lous, ST
crave 1:180
LENGTH 23.191 25,074
2 nis ~ Notes:
g 2 55 g 1. invert levels of existing, sewer ot
oom 3 BI ae 3 meet leds of eine, sere oh,
ond confemed before construction.
3 te Sl 3 2. Akpment ta be ea shown.
1 3 35 BB g 3 uernern ant Piste & MCES
5 e ak s to comply with Counc® standard Dwge
a @ 2 4 z
= 2
2 3 g
onc g 3 = 3
3 3 3

 

 

LONGITUDINAL SECTION

 

MCH3881

  
 
 

 
  
   
  

2 Storey
\eatherboard
Dweiting

 

NOOSA SHIRE COUNCIL NOTES

1. AB pawars ore to be 150mm diameter uPVC Close SNS — ASIZ60 ~ Rubber
ppinted unless noted atherwive. For sewers deeper thon 30 metres uPVC Com 12
Gressure pine to ASI477 shall be used. Inside edge of class 12 pipe to be
Chomfered ta pravide a smooth transition of flaws If opproved for use le
conjunction with other classes of pipes ar fittings.

  
 

New Sewer MH HTV/2
+

2. Alignment, undeas otherwise noted, shal! be: ~
21, 1.5m Inside trent boundory of olfotmenta.
2.2. 5m Inside reor boundary of dlotnents.
2.3. 1.0m from side boundory of atlotments,

3. Bedding for pipelines shail be woshed Sem — 10mm screenings with a minimum of
Tam below ond cbove pipes,

Emit A CIP 103088 4. Minimum cover for pines shell be Cm far atotments ond tootpaths ond 1.2m for
7000 Wide FPBOGE47

5. House Connection Branches.
Invert level of house connections branches shat comply to the fottowing exfterta: =
Oepth to tnepection Opening (1.0.) ahatl be betwee o&.6m ond 1.5m

Deoths In excess of 1.5m ore NOT ooceptctte.

LO. te be @ minimum af 1.0m Inside property beng served.

HOB to be 100mm dlometer unless otherwise stated.

LO, inepection shaft to be extended to 300mm below fhish wurtace level,

 

3
6. House connection

MCH3881 , . Serwgions ren

Om deap.

19 On sewers demper thon 2.0m shall be “Sugden”
Pnctons. HOS's are not permitted on sewers over

 

7. Atl HOB! Type AP, f or MH stub ond constructed tn eecordence with
2 Neose Shira Counc Stondord’ Drawing S621H.

MCH3881 & eeaies Settee td aul Co ook by the Geran. TINS OY =

. MM 3/1 chetl be precast 1070 dla & constructed In accordance with N.S.C,
Std Dwge G222C, 1043 te OOABA,

 

Std Dwgs 9849 & 9843,

1
MCH3881

  

      
 
      
 
   

 

PO Box 1175
Buedine OLD 4575
em: rkOconhyd.com
‘wew.conhyd.com
PH: 9446 8645,
FX: $446 0224
Reinhold Koenning —-MiEAust RPEO No 7023

20

GENERAL NOTES

These Draviogs ore diogtemmatic only ond shal be read in conjunction with ofl relevont
architecturd ond other consullonts drawings ond specifications and other written
instructions that may ba Inued during the course of the contract.

Any Giacreponcies shal be raferred to the superdsing efficer for decision betore

Controctor hall verity of future locotions, invert levets, surtoce levels, ond
Gove to pipes ore correct ond eblainotle prior to commencement of the work
Tre excct location of existing, ond proposed services, shall be verified with

the relevant Authority, or other trodex a> oppiicabie.

 
  
     
 
    
  
 
 
 
 
  
  
   

NC OLIVER PROPERTIES PTY LTD

ARGHTEGT =

MIDOAP DITCHFIELD PTY LTD

 

LEGEND

    

New Sever
Exiating Sewer PROECT: PROPOSED UNIT DEVELOPMENT

HOS Hawes connection branch HILTON TERRACE

House, ron
eer er DRAWHG TE:
io inapection epening
ise Ripaction Spann to Serfore
RES (Bite prebety cescrbtlen SEWER RELOCATION
= soe Oe OPERATIONAL WORKS
~* Storrs woter droin

 

eve [22-19-05

 

 

ovavung [3 of 3

Lots 1, 2, 3 & 9 MCH38B1

 

 

 

 

Page 14

 

 

 
 
  
 

             
   
   

 

 

 

 

 

      
   
 
 
 
 
 
   
 
        
  
   
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

a xy * NORTH THLE [Fue No.sostiasa | t
[ 3 ay Project: Proposed unit Development [DWG.No.pPor_ | anembo consult tants
1 CUP ana (4SL}; Hilton Terrace SHEET 1 OF 2 ‘environmental management Nora und fauna survey
} : Noosaville SCALE @A1 avemibo conse ae 2 Mem: SAIN. 73 oF9473156
110 O14 bre: Client: NC Oliver properties Pty Ltd 1h teen We cpift cr ets +5100 Senshine Coot, oft Beach OLD 4551
45 BLE car ee LANDSCAPE PLAN [oaTe NOVEMBER 2005, H teamdiranembo.com
24. LOM bys: QA
. toe : :
ore is ue : . . esting PUBUC FOOTRATH —
M M4 . - :
taser 1 : eo = LEGEND .
1200n . ~ . aN Post oe . . : we :
X10 . _ TREES "] | TREES TO BE PROTECTED.
Lo : 4 - ANG RETAINED.
3 ARG cun (T.M,S} . . So . . moo, : —T Rowe woe
ACM smi Existing public reserve :.  ~ : we . [eM * SHRUBSOROUNDCOVER ° Caz) génpeneoce
, / o : } Kg / . few Deak
S . PALMS fo) TURF.
. | Ate Gener te
7 ua evo : . . * TREES TO BE REMOVED NEW CONCRETE FOOTPATH
078: —10 ACM smi . . oo + . Fister Ganaca) Nowe. ”

 

 

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10 HYM spa 41 COR rub.
L286 5 PH x PL256§ PHI xar UR eve

   
  
   
 
 

 

        
    
  

SITE A 2 05

‘AN pod (transplanted
25 DIA rev

SITE B

4 xANghe
7 UR ove

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1 XAN chr:

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New Driveway

 
   

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Page 15

 

 

€
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[GENERAL NOTES:

 

 

[GENERAL NOTES
NOTE: THE LANDSCAPE PLAN MUST BE READ IN CONJUNCTION
WITH THE OPERATIONAL WORKS LANDSCAPING DECISION NOTICE

PRELIMINARIES

= BEFORE WORK COMMENCES THE SUBCONTRACTOR IS TO
ORGANISE A PRE-START MEETING WITH THE LANDSCAPE
[ARCHITECT TO ESTABLISH SCOPE OF WORKS, MANAGEMENT
PROCEOURES AND CLARIFY ANY ISSUES.

* WHERE ANY DISCREPANCIES OCCUR REFER TO LANDSCAPE
ARCHITECT.

» PRIOR TO COMMENCING CONSTRUCTION WORKS. VERIFY ALL
DIMENSIONS, LEVELS AND SITE SERVICES. REFER ARCHITECTS
AND SURVEY ORAWINGS GENERALLY.

SITEWORKS

‘= INSTALL SILT CONTROL FENCING IN ACCORDANCE WITH N.
REQUIREMENTS.

« REMOVE ALL UNWANTED MATERIAL FROM LANDSCAPE
CONSTRUCTION AREA.

* AREAS TO BE CLEARED AND VEGETATION TO BE RETAINED ARE
TO BE CLARIFIED ON SITE BY LANDSCAPE ARCHITECT PRIOR TO
ANY CLEARING,

* WHERE BAD GROUND, UNSTABLE SOIL OCCURS OR LEVELS
PROVIDED ARE NOT FUNCTIONAL REFER TOLA

 

LEVELS

© EXCEPT WHERE INDICATED OR SPECIFIED, FINISHED SURFACE
LEVELS ARE TO BE FLUSH WITH ADJACENT SURFACE.

* GRADE EVENLY BETWEEN PRESCRIBED LEVELS AND FINISHED
SURFACE LEVELS,

= EXTERNAL LANOSCAPE LEVELS! TREATMENT TO BUILDING
SURROUNDS TO COMPLY WITH BUILDING CODE OF AUSTRALIA
FOR TERMITE PROTECTION TO BUILDINGS.

COORDINATE ESTABLISHMENT OF LEVELS WITH SUPERINTENDANT

DRAINAGE

* ALLFIELO INLETS AND SUB-SURFACE ORAINS TO BE CONNECTED
JO EXISTING DRAINAGE SYSTEM. REFER HYORAULIC ENGINEERS:
ORAWINGS FOR DRAINS ANO HYDRAULIC SERVICES.

* ALL DRAINAGE REQUIREMENTS TO BE DETERMINED ON SITE BY BUILDER

SUB-SURFACE DRAIN TO BE 100mm MIN. AG-FLOW PIPE IN 10mm
DRAINAGE GRAVEL SURROUNDS.

* FIELD INLETS TO BE 200x200x45Gmm (OR AS SHOWN ON
DRAWINGS} PLASTIC SUMPS WITH LO, GALV. STEEL SURFACE
GRATE. FINISH Min 25mm SELOW ADJACENT FINISHEO LEVELS.

« ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE &
WHERE PATHS, EDGES, GARDENS ETC, MAY IMPEDE DRAINAGE,
REFER TO SUPERINTENDENT BEFORE CONTINUING WORKS,

» ENSURE DRAINAGE WORKS CORRELATE WITH ADJACENT LAND.

NEW GARDENS

© CULTIVATE GROUND TO A DEPTH OF 150mm.

© SPREAD ORGANIC SOIL MIX (AS 4419) OR EQUIVALENT TOA
DEPTH OF 200mm OVER PREPAREO GARDEN AREAS.

« CROWN BEDS AT CENTRE TO MAX 300mm HIGH WHERE NOT
SHOWN ON DRAWINGS AS MOUNDED BEDS.

« MULCH GARDENS WITH FOREST BLEND TO A DEPTH OF 100mm.

PLANTING FOR EXGROUND TREES AND PALMS

® ALL TREES/PALMS TO COMPLY WITH SPECS SET OUT IN ‘NATSPEC
2 GUIDE, PURCHASING LANDSCAPE TREES, 1997.’

* LANDSCAPE CONTRACTOR TO PEG TREE/PALM POSITIONS FOR
APPROVAL BY LANDSCAPE ARCHITECT BEFORE EXCAVATION.

* FILL WITH APPROVED FREE DRAINING SITE SOM. TO 300mm FROM
FINISHED GARDEN LEVELS

«FILL BALANCE WITH IMPORTED ORGANIC SOIL MIX (AS 4419) OR.
EQUIVALENT AND CROWN BED AT CENTRE.

‘*» MULCH GARDENS WITH 25mm HOOP MULCH TO A DEPTH OF 75mm
AND A MIN, 800mm DIAMETER COLLAR.

GENERAL PLANTING

© SUPPLY AND PLACE PLANTS ACCORDING TO PLANT SCHEDULE
AND LOCATION ON DRAWINGS.

« WHERE DISCREPENCIES OCCUR ADVISE SUPERINTENDANT PRIOR
TO PLANTING, .

¢ ENSURE PLANTS ARE PLACED AND PLANTED AT EQUAL CENTRES.

¢ ALL TREES MUST BE PLANTED A MIN. OF 1000mm FROM
UNDERGROUND SERVICES. LOCATION OF SERVICES TO BE
CONFIRMED ON SITE BY CONTRACTOR BEFORE EXCAVATION
COMMENCES.

© USE ONE AGRIFORM 10g FERTIL! ZER (N.P.K. 20-4,3-4.1) TABLET AT
ARATE OF 1/140mm, 2/200mm, 3/300, 4/46 litre AND ABOVE POT
SIZES.

© WHERE SPECIFIED USE THREE 1800X38x50mm HW STAKES & TIE
WITH HESSIAN,

'» CULTIVATE SUBGRADE TO 150mm,

© SOAK PLANTS THOROUGHLY BEFORE REMOVING FROM

CONTAINER.

REMOVE CAREFULLY & INSPECT ROOTBALL. REMOVE OLD

MATTED & COILEO ROOTS TO EXPOSE YOUNG ROOTS.

DO NOT MIX SOIL FROM HOLE WITH MULCH.

ROUGHLY SQUARE HOLE SIDES.

FILL HOLE WITH WATER, ALLOW TO DRAIN BEFORE PLANTING.

FILL SOIL TO BE MIXED EVENLY TO MANUFACTURERS

RECOMMENDATIONS WITH WATER RETENTION GEL. (APPROX. 1

TEASPOON PER HOLE}

NEW TURFED AREAS.

+ SUPPLY AND SPREAD SANDY LOAM TOPSOIL (TO AS 2223) TOA
MINIMUM DEPTH OF 100mm, FILL. DEPRESSIONS AND PROVIDE
EVEN FALLS AS INDICATED ON DRAWING.

* SUPPLY AND LAY ’A’ GRADE GREEN COUCH AS INDICATED ON THE
‘DRAWINGS.

© WATER TURF IN WELL

» APPLY WATER TO MAINTAIN SOIL MOISTURE UNTIL ESTABLISHED.

EDGES
SUPPLY AND LAY GARDEN EDGES AS SHOWN ON THE ORAWINGS.
REFER TO OBTAIL.

PAVER STEPPERS

‘+ SUPPLY AND INSTALL PAVER STEPPERS AS SHOWN ON PLANS.
BED ON A 100mm THICK CONCRETE BASE ON COMPACTED
SUBGRADE. SETOUT TO BE COORDINATED ON SITE. FINISH TO BE
SELECTED TO COMPEMENT ARCHITECTURAL FINISHES.

GRAVEL

* SUPPLY AND INSTALL DECORATIVE GRAVEL TO AREAS AS SHOWN
‘ON PLANS, GRAVEL TO BE SELECTED TO COMPLEMENT
ARCHITECTURAL FINISHES.

CONCRETE PAVEMENTS AND FOOTPATHS.

* ALIGNMENT FOR FOOTPATHS TO BE PEGGEO BY CONTRACTOR
AND APPROVED BY N.S.C. INSPECTOR PRIOR TO POURING

» ALL CONCRETE PATHS TO BE PLAIN BROOM F INISHED CONCRETE
JONS.C. SPECIFICATIONS AND REQUIREMENTS,

* ALL FOOTPATHS TO COMPLY WITH {AS 1428)

« SETOUT AND LOCATIONS OF EXPANSION JOINTS AND CONTROL
JOINTS TO BE CO-ORDINATED ON SITE WITH SUPERINTENDENT.

MAINTENANCE

« MAINTAIN WHOLE OF LANOSCAPE WORKS FOR ESTABLISHMENT
PERIOD OF TWELVE (12) WEEKS FROM OATE OF PRACTICAL
COMPLETION OF LANOSCAPE WORKS.

MAINTENANCE TASK FREQUENCY

* WATER - DURING EP PERIOO WATER EVERY SECOND OR THIRD
DAY TO MAINTAIN SOIL _MOISTURE-ONCE WEEKL Y DURING MP TO
MAINTAIN SOT MOISTURE.

= MOWING- ONCE WEEKLY TO HEIGHT OF 30MM,

+ TRIMMING -CARRY OUT TRIMMING OF GRASS AGAINST PATHS.
SLABS, MOWING EDGES, BUILDINGS AND KERBS AS PART OF
MOWING PROGRAM,

* TOP DRESSING-WHEN TURF AREAS HAVE BECOME ESTABLISHED
AND IMMEDIATELY AFTER THE FIRST GUT, TOP DRESS THE LAWN
WITH 10MM LAYER OF PIT SAND OR APPROVED SCREENED
TOPSOIL. SCREED TOP ORESSING LAYER iNTO LAWN TO GIVE AN
EVEN LAYER OVER THE ENTIRE AREA. ENSURE FALLS AND
LEVELS ARE EVEN AND ADJUST LEVELS WHERE NECESSARY TO
ACHIEVE PREVIOUSLY SPECIFIED FINISHED LEVELS.

» FERTILISE- AS REQUIRED WHERE PLANTS ARE NOT RESPONDING
TO SLOW RELEASE FERTILISER APPLIED AT PLANTING. ENSURE
Tar correct FERTILISER IS USED FOR DIFFERENT PLANT

PES.

« WEEDING - AS REQUIRED TO PREVENT WEEO COMPETITION AND
‘SEEDING.

© REMULCHING- AS REQUIRED TO MAINTAIN CONSISTENT DEPTH.

* PRUNING (FORMATIVE). SHRUBS & VINES
(<200MM POT): COMMENCE 3 WEEKS AFTER
PLANTING. TIP PRUNE TO ENCOURAGE BUSHY
HABIT (@200MM POT): COMMENCE 6 WEEKS AFTER
PLANTING.

» MONITORING - PROVIDE LIST OF ACTIVITIES
COMPLETED AT MONTHLY INTERVALS.

IRRIGATION

PREUMINARIES

‘* SUPPLY AND INSTALL A NEW:

¢ AUTOMATIC (CONTROLLER) IRRIGATION SYSTEM TO PLANTING
AREAS PLANTERS ANO TURFED AREAS.

+ UASE WITH RELEVANT AUTHORITIES AND OBTAIN ANY APPROVAL
AS REQUIRED.

© COMPLY WITH GOVERNMENT STANDARDS AND CO-ORDINATE,
WITH OTHER TRADES.

* CHECK LOCATIONS OF PENETRATION/CONDUITS AND INSTALL
WHERE REQUIRED. .

* CONTRACTOR TO PROVIDE QUALIFICATIONS AND INSURANCES
BEFORE COMMENCEMENT OF WORK

PROVIDE:

«TWELVE MONTH GUARANTEE, MAINTAIN AGAINST FAULTY
WORKMANSHIP AND MATE. RIALS FOR ESTABLISHMENT PERIOD
FROM DATE OF PRACTICAL COMPLETION.

* FOR PRACTICAL COMPLE TION ENSURE WHOLE SY STEM IS
OPERATIONAL.

* PROVIDE ‘AS BUILT OWG. WHEN APPLYING FOR PRACTICAL
COMPLETION. DRAWING TO CLEARLY SHOW MAIN LINE RUNS AND
SIZES, VALVE TYPES, SPRINKLER ANO CONTROLLER LOCATIONS.

SYSTEM REQUIREMENTS

# IRRIGATION ZONES TO BE CO-ORDINATED ON SITE WITH
SUPERINTENDANT TO SUIT PROPERTY TITLES AND ASSOCIATED
WATER METERING CONFIGURATION.

* INSTALL REDUGED PRESSURE ZONE VALVES (N. S.C. APPROVED)
IN LINE, DOWN -STREAM OF TAKE OFF FROM MAIN SERVICE LINE.
COORDINATE LOCATIONS WITH SUPERINTENDANT ON SITE.

‘¢ ALL MAINS AND ANY PRESSURISED BRANCH TO THE MAINS TO BE
CLASS 12 PVC PIPE.

'* ALL LINES IN GARDEN TO BE LDPE (LOW-DENSITY
POLYETHYLENE).

* CONTROLLER TO BE HUNTER OR EQUAL APPROVE D
(COMMERCIAL-ICC)

* CONTROLLER WIRING TO BE IN ACCORDANCE 1TH AS32000 FOR
LOW VOLTAGE WIRING, COMPLETE RUN LENGTHS WHERE
POSSIBLE WITH ALL CONNECTIONS VALVE BOXED.

¢ INSTALL HUNTER SRV (OR EQUAL APPROVED) SOLENOID VALVES
WITH FLOW CONTROL.

* CONTROL VALVES TO BE HOUSED IN LOCKABLE HEAVY DUTY
PLASTIC VALVE BOXES WITH ACCESS FOR HAND MAINTENANCE.
LOCATE IN GARDENS WHERE POSSIBLE OR AS APPROVED WITH
‘SUPERINTENDANT.

+ MAINS WATER SUPPLY CONNECTION POINT TO BE PROVIDED BY
BUILDER. CO-ORDINATE SUITABLE TAKE - OFF POINTS FOR
GARDENS AND PLANTERS ON SITE WITH SUPERINTENDENT.

* SUPPLY AND INSTALLATION OF A240 VOLT AC GPO ON
DEDICATED CIRCUIT FOR IRRIGATION CONTROLLER TO BE

TURF AREAS

« TURF SPRINKLERS TO BE 100MM HUNTER (PGM OR PGP) POPUP
{OR EQUAL APPROVED) FITTED TO ARTICULATED SWING JOINT
TYPE RISER.

GARDEN AREAS -POPUPS

* INSTALL 300MM HUNTER SRS POPUPS TO GARDENS ON
ARTICULATED SWING JOINT TYPE RISER. INSTALL HUNTER SRS
SHRUB HEADS ON 800MM RIGID RISERS TO INTERNAL GARDEN
AREAS.

PLANT SCHEDULE - Hilton Terrace Noosaville

 

SYMBOL, DOTAMICAL RAME POTSZE TOTAL MIN = UN STAXED
ONTY. HEEGHT WIDTH

TREES.

[MeL ou ume [Toe

 

3:
ou
TRUS ou zs

 

 

 

 

 

 

 

 

fs
4

 

 

 

ieeneanaalil

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

CLEAR OF PLANT STEM

GAROEN SOR AS SPECFIED

LOCATION OF NOMINATED

CONTRO\LED RELEASE
FERTRSER

NTS.

rats

1, NOINGRESS OR WORKS ALLOWED WITHN ORIPLINE PROTECTION ZONE
2. NO WORKS (HCL UDING CUTTING OF FRLLING) ARE ALLOWED WITHIN ? METRES OF

3, TREE PROTECTION MEASURES ARE 70 BE IMPLEMENTED BEFORE THE
COMMENCEMENT OF ANY BITE WORKS, THEIR CONDITION AND EFFECTIVENESS ARE
‘TO BE MONITORED ANO MADIT AINED BY THE CONTRACTOR WORKS SUPERVISOR,

4, WERE CONCRETE MIXINO, FUEL BTORAGE OM ACTIVITIES THAT MAY ADVERSELY

   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

rarea toe onane (or __ SMALL TREE PLANTING
[irr taniemee Seo Cee) \upo1) Typical Section
COBBLESTONE PAVER TOBE ws
SELECTED
FLEXLE JONG MATERIAL PCE:
‘AS SUPPUED
concnire 86 —~—“Fy
CCOMPACTED SUBGRADE:
Levert mci
FREXIALE SOONG MATERIAL
MS MATERIAL SOLAS SPOIIED. PUSH
‘COBBLESTONE PAVER TO DE- Hie BELOW TOPOF EDGE} Somere area wer eo wane
poe ANE MACH As SPECHIED. roe 1 CLEMO ARTETA YOY
FLUSH Wh TO GF EAROD i= io mat wow mcrm commas
OPSOL AS SPECIFIED. Sore tre WONTAR RE wore
pe ess onenwet Doman BtOFED
Sarina namemneasa smc
GARDEN SOU AS SPECIFIED COMPACTED SUDGRADE POMGT ABUT At ACUTE ANKE, ‘THE DRUPL ME PROTECTION ZONE.
FoRu TO SUN FersHES
LEVEL AND CONTOURS.
(3 \__ COBBLESTONE GARDEN EDGE 310 (2: TREE PROTECTION
Nc \L0017Typicat Detail
Project
‘PRAM RAMP TONS.
‘SPECIFICATION

 
     
   

 

 

NEW 200GmM WIDE
CONCRETE FOOTPATH

NEW FOOTPATH LOCATION PLAN
Typical Pian

 

 

ENSURE SMOOTH
CONNECTION TO
EXISTING FOOTPATH

NEW 200d WIDE
CONCRETE FOOTPATH

AFTECT THE HEALTH OF VEGETATION TO BE RETAINED. FLX TO BTAR PICKETS 200
HIGH CORMEGATED GALVANISED BTEEL SHEETING BURTED 180 meh INTO GROUND.

Ny,

   
   

Aus

 

 

 

    

 

 

 

 

 

 

  

   

 

 

 

 

 

 

 

Ctent Project MOMENTS] TITLE: FILE No. SO5t
NC Oliver Properties Pty Ltd *Tokoriki' Cre one oe afm awe ke Looe | I] anembo consultants
Hilton ee 4 031205 {OPERATIONAL Worms] OD {TH LANDSCAPE Siete 0F2 crerrrcl manana natin ening
Cpt Le fone | rameew fo eunereupevmeeen | GENERAL NOTES [aesuoure StahineCoes FO 24 Moffa Beck OLD 483)
cate | cescmrren pendoofssud _oare | wefoo] Sastaecaeace | & DETAILS a a 07 437 O08

 

 

Page 16

 

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revision
cnet | details date | init
Original Issue 26.04.06 | MRT
A_| Easements omended 305.06 | MRT
165 B | Easements K &L amended 305.06 | AT
NORTH ad | |
nziBOnee,
168 167 is ss
PUIED snee
seo S
aoe
257 \ 7
of 2
Bees
oP
GIPIO353
es . .
> sss Ss 5 5 \ Notes.
GO x 5 \
iar # Eesements A—D ore sewer easements.
+ Easements E-F are access easements,
«Easements H &N are stormwater easernents.
+ Easements J-M are access & services easements.
t —
MOW38B2 LiJ
Lit
ow
bt
Y)
—!
|
This plan was prepared for the purpose and exclusive use of
WC OLIVERPTY. LID. and their professional advisers
and is not to be used for ony other purpose or by any other
person ar corporation, JONES FLINT & PIKE PTY LTD accepts
na responsibility for any loss or damage arising to any
reread Power person ar carporation who may use or rely on this plan in
na contravention of these terms.
Services shown hereon are only those located by field survey.
#f nat able to be so located, services have nol been shown,
Prior to ony demolition, excavation or construction on the
Al? LOTS |- 3 &9 ON MCH388! site, the relevant authority should be contacted for
N PARISH OF TEWANTIN (possible location of further underground services ond
LN O COUNTY OF MARCH detaied locations of ail services.
ia TOTAL AREA 2997 m2 COPYRIGHT © 2006 JONES FLINT & PIKE PTY LTD
THIS DOCUMENT MAY NOT BE COPIED OR, TRANSMITTED IN ANY
MERIDIAN : MCH3881 FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT
THE WRITTEN CONSENT OF JONES FLINT & PIKE PTY LTD.
Metres
Qo 4 8 12 16 20 40
‘SCALE SHOWN IS ORIGINAL DRAWING SCALE Client
JONES FLINT & PIKE Goveicgment conmticarts, planers ond surveyors 1:400 Oe NC OLIVER PTY. LTD.
SOMES FUNT PIKE PTY. LTD. ACN. 050 446 048 scole Fncogiane ar sheet 1 ot 1
sre datum . drawing number
Sromhet tate Ses 20 Goemioon Street, - AHD Project LOTS 1 - 4 CANCELLING LOTS 1 - 3
dephe (37) 472 E00 & 9 ON MCH3881 M1757 - 03B
origin (BM) PSM 75737

 

RL 1-433
wee. Jp.coma Local Authority MO054 SHIRE COUNCIL

 

Tite SEWER, ACCESS & STORMWATER EASEMENTS

 

drawing file MI757 — 038.dwq
date 03.05.06 }