07/0604 - Response to Information Request [As Published] · 142007.604

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Comment:

tem 4;

Comment:

item 5:

Comment:

item 6:

Comment:

item 7:

the proposed development, and that the proposed development complied with the relevant
parts of the Court Order 12592DA.

The applicant acknowledges that Council can not approve the subject application should it
conflict with Development Approval 12592 DA. IPA Law is currently preparing a request to
alter the relevant conditions and approved plans of this Court Order. The outcome of this
request will be forwarded immediately upon receipt.

Council is requested to continue with the assessment of the Operational Works application.

It is noted that during a Pre-Lodgement Meeting held with Neil Blamey and Ron Read on
16 January 2007, it was advised that the applicant would only be required to alter the
conditions of the MCU approval, and that a changes to the existing Landscaping Approval
would not be necessary. .

Please provide a plan indicating the extent of any existing vegetation to be removed on the
site or interfered with in the road reserve.

Please provide the engineering design and details with regard to slope stability and
stormwater run-off referred to in your application prepared by Ashley Davey, Reinhold
Koenning and Peter Rienmac. Further retaining wall detail should also be included.

Included as Attachment 3 are the following:
* Slope Stability Assessment prepared by Ashley Davey from Golder
Associates;
+ Engineering details prepared by Peter Reinecker from Reinmac Consulting
Civil & Structural Engineers; and
+ Stormwater Management Plans prepared by lan Bradford Plumbing
Consultants,

It is noted that the Hydraulic Engineer has provided advice that the eastern most water tank
would not be able to be gravity feed, and accordingly it has been deleted from proposal
plans. This is reflect in all plans with the exception of the Engineering Details. The
applicant is happy for these plans to be notarised accordingly.

Please provide a cross section of any earthworks required for installation of the rainwater
tanks, in particular the upper tank, and the proposed colours of the rainwater tanks, and
cross sections of earthworks of the proposed pool and retaining wall development.

Plans included as Attachment 4 provide a cross-section of the rainwater tanks. It is noted
that as they are proposed to be established on timber platforms, no significant earthworks
are proposed. These tanks are to be constructed from zincalume. It is considered this
building material is appropriate for the site, as it reflects the traditional Queensland
vernacular form and design sought for the Noosa region. Further it is noted that these
tanks are setback the maximum distance possible from all adjoining neighbours, and will be
screened by the approved road front brush fencing.

Please provide a professionally prepared Landscape Plan indicating the number and
distribution of plants, spacings, pot sizes and plant schedule for the areas affected by the
proposed development. The plan should be based on the Landscape Concept Plan
provided with the application.

Itis not proposed to remove or interferé with any Vegetation Idcated within the road-reserve-~ —--- -

eee Me te

to

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Comment: A professionally prepared Landscape Plan is included as Attachment 5. This plan has
been prepared in accordance with the Landscape Concept Plan submitted with the original
application.

The supply of this additional information completes the applicant's response to Council's above request for
additional information in relation to this development application.

It is requested that Noosa Council completes its assessment of the above application as soon as possible
now that the decision making period has commenced under the integrated Planning Act 1997.

Yours sincerely

Hannah Blue : oe

Senior Planner
Martoo Consulting Pty Ltd

ee ee

ant

we net ee od

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C & S BOND EXCAVATOR HIRE P/L
42 QUORN CLOSE BUDERIM Q 4556
PH: 0412 060 916 A/H: 07 5476 8075

ABN: 50 278 703 241

 

;
4
Q

7th May 2007

RE: MUSTER RESIDENCE

To Gordon Clements,

WORK METHOD to remove rock and excavate site for pool area at Bayview Tce, Little Cove.

 

Delivery of machinery via state park.
2. Machinery will be walked in on rubber matting.
3. Once material is excavated, it will be stock piled on the corner above the existing driveway.
4. Stock piles will be loaded out onto trucks and transported from the site via state park.

5. Once excavation is completed, machinery will be walked out on rubber matting via the state
park.

6. Sediment fence around stockpile and street side of property.

EQUIPMENT:
_* 12 Tonne Excavator
2. 13 Tonne Track Loader

3. 10m3 Tippers

Chris Bond

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Ww
Hewill
EMPLOY! ERS
ass

2005

_ SLOPE STABILITY ASSESSMENT, 20 BAYVIEW ROAD, NOOSA HEADS

Golder Associates Pty Ltd
ABN, 64 006 107 857

Unit 1, Catton Centre, Newspaper Place
Maroochydore, Qld 4558 Australia

(PO Box 5569, Maroochydore BC, Qld 4558 Aushatia)
Telephone +61-7 5443 3511

Fax +61-7 5443 6645

www.goldercom

13 April 2007 . 077682001-1010(AA)

 

Calty Constructions
PO Box 8208
Maroachydore DC Qld 4558

Att: Mr Gordon Clements

Dear Sir

As requested, Golder Associates has undertaken a slope stability assessment for a proposed new swimming
pool and associated landscaping works at the above site. The site currently contains a two storey residence.

This assessment included a review of available data and a walk-over survey of the property by an
experienced Geotechnical Engineer on 9 and 12 February 2007.

A geology map of the area! indicates that the site is underlain by sandstone and siltstone of Mesozoic Age.
This is confirmed by previous subsurface investigation on the site by Golder (ref 03632045(CL)) which
identified very high strength rock at about 1 m to 1.5 m depth, although excavator refusal occurred at less
than 1 m depth. The borehole drilled on the site identified jointed, very high to high strength rock. The
proposed pool is situated on a ridge above a split level boulder retaining wall of about 4 m in height.

The following comments are based upon the results of our walk-over survey and existing subsurface
information.

> Maximum natural ground slopes across the site recorded using a hand-held clinometer are about 15°.
> No signs of global instability were noted on the site.

Based upon the results of this assessment, it is our opinion that there is a Low Risk of slope instability for
the proposed pool which is to be constructed on a well drained-ridge underlain by shallow rock. Relative
levels of slope instability risk and their implications are given in the following table, which are the
definitions given by the Australian Geomechanics Society (March 2000).

{hy 3100) (000 NAMBOUR SPECIAL Geol. Map. DME, 1999
OFFICES IN ADELAIDE; SRISBANE, CAIRNS, MAROOCHYDORE, MELBOURNE, PERTH, SYONEY, IOWNSVILLE
INDONESIA, NEW CALEDONIA, NEW ZEALAND, PEOPLE'S REPUBLIC OF CHINA, PHILIPPINES, SINGAPORE
OFFICES ACROSS AFRICA, ASIA. AUSTRALASIA. EUROPE, NORTH AMERICA. SOUTH AMERICA

 

 

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Calty Constructions - . _ 13 April 2007
-2- 077682001-1010{AA)

 

Table 1 — Stability Risk Levels

Extensive detailed investigation and research, planning and

implementation of treatment options essential to reduce to acceptable
be too and not

Detailed investigation, planning and implementation of treatment

to reduce risk to levels.
Tolerable provided treatment plan is implemented to maintain or
reduce risks. May be accepted. May require investigation and
of treatment opti

Usually accepted. Treatment requirements and responsibility to be
defined to maintain or reduce risk.

: normal maintenance

Note: (1) The implications for a particular situation are to be determined by all parties to the risk
assessment; these are only given as a general guide.

   

Construction of the poo! must not affect the integrity of the existing retaining wall. Excavation will likely
require the use of expansive grouts or low impact explosives.

Some “General Guidelines for Hillside Construction” are attached together with “Important Information
About Your Geotechnical Report”. We trast that this is to your satisfaction, however should you require
anything further please do not hesitate to contact our Maroochydore office.

Yours faithfully
GOLDER ASSOCIATES PTY LTD

f- Geoff Hurley MSc DIC C.Geol RPEQ
Associate — Office Manager

Attachments: Some General Guidelines for Hillside Construction
Important Information about your Geotechnical Report

ANMONGEOTECHNICAL(077582001\1010\AA077682001-10101_DOC
GAH/ACD/gah

Golder Associates

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SOME GUIDELINES FOR HILLSIDE CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GOOD ENGINEERING PRACTICE POOR ENGINEERING PRACTICE
ADVICE
GEOTECHNICAL Obtain advice from o qualified, experienced geatechnical consultant at Prepare detaited plan and start site works
ASSESSMENT carly stage of planaing and before sits works, before geotechnical advice,
TLANNING _
SITE PLANNING Having oblained geotechnical advice, ptan the development with the risk Plon development withovt regard for the
arising from the identified haznrds and consequences in mind, tisk,
DESIGN AND CONSTRUCTION
HOUSE DESIGN Use flexible structures which incorporate properly designed brickwork, Floor plans which require extensive
timber or steel frames, timber or panct chdding, cutting end filling.
Consider use of split tevels. Movement intolerant strectores.
Use decks for recreational areas where appropriate,
SITE CLEARING Retain natural vegetation wherever practicable. Indiscriminately clear the site,
ACCESS & Satisfy requirements below far cuts, fills, retaining walls and drainage, Excavate and fill for site access before
DRIVEWAYS Council specifications for grades may need to be modified. geotechnical advice.
Driveways and parking oreas may need to be fully supported on piers.
EARTHWORKS Retain natural contours wherever passible. lodiscriminant bulk earthworks.
Cuts | Minimise depth. Large scale cuts and benching.
Support with engincered retaining walls or batter to oppropriate slope. ‘Unsupported cuts.
Provide drainage measures and erosion control. Ignore dratnage reqtitements.
Minimise height. . Loase or poorly compacted fill, which if it
: Strip vegetation and topsoil and-imy irto natural-clopes.prios-ta-fillings- fails,.mzy.flow a considerable distance.
~~ Use clean fill materials and compact toengineering standards,” -- ~~ -| inchuding onto property beluw.——————-
Batter to appropriate slope or support with engineered retaining wall. Block natural drainage lines.
Provide surfice drainage and appropriate ubaurface drainage, Fill over existing vegetation and topsoil.
Include stumps, trees, vegetation, topsail,
. boulders, building rubble efc, in HL
Rock Ourcrors& | Remave or stabilise boulders which may have unacceptable risk. Disturb or undercut detached blocks or
BOULDERS | Support rock faces where necessary, boulders,
RETAINING WALLS | Engineer design to resist applied soil and water forces. Construct a structurally inadequate wall
Found on rock where pmeticable. - such as sandstone flagging, brick or
Provide subsurface drainage within wall backfill and surface drainage on | srelnforned blockwork,
slope above, Lack of subsurface drains and weephales.
Construct wall as soon as possible after cur/fill operation.
FOOTINGS Found within rock where procticable, Found on topsoil, loose fill, detached
Use rows of piers or strip footings aricated up and down slope, boulders or andercut cliffs.
Design for lateral creep pressures if necessary,
Bockfill footing excavations to exclude ingress of surface water.
SWIMMING POOLS Engineer designed.
Support on piers to rock where practicable.
Provide with under-drainage and gravity drain outlet where practicable,
Design for high soil pressures which may develop on uphill side whilst
there may be Little or no lateral support an downhill side,
DRAINAGE
SuRFACE | Provide at tops ofcut and Gill slopes. Discharge ot top of fills and cuts,
Discharge to street drainage or natural water courses. Allow wotee to poud on bench areas,
Provide general falls to prevent blockage by siltation and incorporate silt
traps.
Line to minimise infiltration and make flexible where possible.
. Special structures to dissipate energy ot changes of slope and/or direction.
SupsurFACe } Provide filter around subsurface dmin. Discharge mof runoff inte absorption
Provide drain behind retaining walls. trenches,
Use flexible pipelines with access for maintenance,
Prevent inflow of surface water,
Servic & SULLAGE | Usually requires pump-out or mains sewer systems; absorption teaches Discharge sullape direcily onto and into
may be possible in some oreas if risk is acceptable, slopes,
Storage tanks should be water-tight and adequately founded. Use absorption trenches without
consideration of Landslide risk,
ERGSION CONTROL | Control crosion as this may lead to instability. Failure to observe eartlworks and
& LANDSCATING Revegetate cleared area, drainage recommendations when
landscaping.
BRAWINGS AND SITE VISITS DURING CONSTRUCTION
DRAWINGS Building application drawings should be viewed by geotechnical
consultant,
SITE VISITS Site visits by connitnt may be oppropriate during construction.
INSPECTION AND MAINTENANCE BY GWNER
OWNER'S Clean drainage systems; repair broken joints in drains and leaks in supply
RESPONSIBILITY pipes.
Where structural distress is evident seek advice,
Ifscepage observed, determine causes or seek advice on consequences.

 

 

 

 

This table is an extract ftom LANDSLIDE RISK MANAGEMENT CONCEPTS AND GUIDELINES as presented in Australian Geomechanics,
Volume 35 Number 1, March 2000, which discusses the matter more fully,

Golder Associates

68029 Some Guidelines for Hillside Construction Revised 12 July 2004

G:AQA Docs\Lecal Office Forms\Some Guidelines for Hillside Constuction.doc

 

 

Page 8

 

 

 

EXAMPLES OF COGD HILLSIOE :

:

 

 

 

EXAMPLES OF POOR HILLSIDE PRACTICE

 

SOURCE:
AUSTRALIAN GEOMECHANICS, VOLUME 35, No 1, MARCH 2000.

GAQA Docs\Local Office Forms\Same Guidelines for Hillside Constuction.doc Hasdie Proclice—

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Page 9

 

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the structure : in the

     
  
 

  

edtechn ical” engineers “develop them

, ihe Anat from a parking garage to an office b ding, . a fi
ent and opinion. ° ‘Geotechnical

or from ‘a, light, industrial ‘Plant toa ree

 

no ‘warehouse, oo :
‘e elevation, ‘configuration, location, orientation, or
_ | weight of the | proposed structure, :
-« ‘composition of the ‘design. team, or i : uur 7
«project ownership. ne, so the report’ ‘s Fecomimendations. if that engine does not

. perform construction observation. ole

Page 1 of 2
GAP - Form No, 3
RI2

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A Geotechnical Engineering Report Is |, to you, while requiring them to at least share some of the
‘Subject to Misinterpretation me ‘financial responsibilities, stemming from nunanticipated
_ ‘Other design’ team members’ misinterpretation of . -Ponditio Dales aa .
ue ‘geotechnical enginecring reports has resulted in costly -
. problems. . Lower that risk by having your geotechnical “Read Responsibility Pr ‘ovisions Closely
". ‘engineer confer. with appropriate 1 members of the design - /Some clients, design, professionals, and. contractors do
i ‘ ot recognise, that. geotechnical engineering is far tess
exact than other engineering disciplines. “This lack of
understanding has created unrealistic expectations . that
ave led to. disappointments, ‘claims, ' and disputes. « To
. | help reduce such risks, Epotechnica engineers commonly

 

     
 

ae eS ee:

  

     
  

    
     
    
       
  
 

 

     

: vB: eotechnical - -enginéering * ‘ report. G
. Reduce that risk by having your geotechnical, engineer

  

 

 

conri 1998 by ASFE, ne. Taless ‘ASFE gronts written permission to do 50, duplication of this document by any r means whatsoever is expressly
: of the word ig in this document, in whole or in port, also is expressly prohibited, and may be dons only with the express
: . Permission of FE ax for purpases of review af scholarly esearch, | ey .

 

_/) | Page 202
: GAP+Form No. 3

 

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i ABN S286 saLES: £100, 1:20
PROPOSED ADDITIONS TO RESIDENCE AT RIENMAC prio sex vreaor | FRAMING PLANS uy PT [one 7
20 BAYVIEW ROAD, sesesces sec, CONSULTING COV & STRUCTURAL ENGINEERS | | DETAILS AND NOTES
Se tart 90 Lt Ro tune anientora:
NOOSA HEADS feiamesinvench dead anna foveaen | POOL STRUCTURAL DETAILS 262141 |S2 1A
tor THOMAS MI fester robe tena one eerie RET
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E:\Rlenmac\06\Small Jobs\262141 « 20BayviewRd - Martoo\262141.dwg, 15/06/2007 9:11:50 AM, 150 AL, 1:100

 
 

Page 12

BOPTER CUT ScAB GW33001, sera reas cacy
és FELJONT f0 fom BELOW PREFORKED GALV NETAL KEY JONT, ig wits, fh0 SLAB AS OETARED.

. SS TP tart i HE 0 TOP COVER,
roe, tee SS #
308 304

CUE EVERY dnd WIRE DIRECTLY UNDER 2
JOINT B DEPRESS FABRIC LOCALLY. qT

TOOLED JOINT (TJ) - KEYED JOINT (KJ sé

  
 

 

 

ste
Hax

 

 

 

 

 

 

 

     

             

 

 

 

 

 

EXTRA LAYER FT
WESH 46 BOT TOM COVER,

 

 

 

‘$00 SLAB OM GROVHD. 1 LAYER F72 NESH
SO TOP COVER CRANO CENTRALLY {TO SARL

 

 

 

 

     
                               

TERNATIVELY: SAW CUT SLAB 3W=300
SHR ROORS Ge CASTING Sea NS ‘ABOVE. FOOT! TEP TAILS IRATURAL GROUND or 3
ComacteoreL j

STEPPING STONES ‘

FOURDATION DESIGH 16 GASED GH REPORT Ho. ? BY GOLOER 8 ASSOCIATES PTY 47D. REFER TO THS a a 4

REPORT FOR SOL CONDITIONS EXPECTED GN SITE, & ACTUAL SOL COMDINONS YARY SKARFICANTLY NN 4

FROM THOSE THE REPOR'. CONTACT EMGOEER FOR RE-APRAISAL OF FOOT DESION, a Seana cna mw } .

ALL FOQTIYGS TO BE FOULED 44 MATERGAL QF MACMUM SAFE BEARING CAPACITY HekPa. ANY FLL 7 TO COMER, ~“, Ascerauso

‘MATERIA BENEATH SL ABS 1S TO BE COMPACTED Nt AYERS TO ACHIEVE A MiGHUM UIDFORH DENSITY ~ POD As

OF 985 STANDARD COMPACTION . £ i. “~_100.0- :

SEERA:

COMFRH ALL STEPS AND FALLS WITH ARCHBTECTS DRAWINGS.

  

STAIR ON GROUND DETAILS { i

(C1 FULL HEAT COMTROL JOINT To NASOHRY.

SS ~

 

 

 

BURDER TO YERFY LOCATION OF ALL SERVICES OW SITE PRIOR TO ORDERING MATERIALS OR i
COMMENCHG WORR, ( a
‘LOCAIOW OF POOL 70 BE YER tf * ;
ON BE YERFIED OM SITE, y . « . 9.0
EXCAVATION FOR POOL SHALL WOT EXTEND BELO 4 LE OPONG AT 45° AWAY FROM THE NEAREST 2 . pi YY a
UNDERSIDE CORHER OF ANY FOOTINGS, CONTACT EMGMEER # UNCERTAD, A ® are !
4
1 :
!
,
mS . 4 | 190 block wall
: . _— , mowae.
ye Ye 1 ¥ 1 yee : t =
1 at 095 cL

98.0
Os Baek 4945 (CLG,

GQ Maes 13 (OL
6 HA STS 915005 NR,

ROCK FACING TO WALL AS PER.

| . 1 | ARCHTEC TS DETANS, 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

             

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

   

 

 

      

1
men
~| ALL 10-96 OM FOOT 3
$50 - Granular bachtill 2 ag, drain fall to outlet Saneyil oak g FOOT 3g
[email protected] cover
tp saps
RO UGS @ ace CS.
94.0
TDACKEN POND SHELL 10 750 PROVIDE HINTS IN WALL
PACKER EHS = 6m (RS MAY, al
cor
\ N16 10 ——
. igitudinal bars —! WoT To BE USED
WOTE: Ths POKD TO Be 7
(CAST SEPARATELY FROM oan Ae nets F300 WHERE RET ANG, oT
> oo. AND OVERFLOW + ,
RW1 DETAILS SFIDETAILS
t
| APPENDIX A REQUIRENENTS FOR SITE DRAINAGE. \ [ APPENDIX B SITE PREPARATION AND EARTHWORKS, |
> (GANIC WADTH 10cm OF AS FOLLOWS FOR VARIOUS SOL IYPES.
z q WEATHERED ROCK: WELL GRADED GRAMAAR PLS
& LATS: Sky, $1001 AO GUyetLY CLAYS
iz C204 SUIS. SANDS AND SOFT CLAYS,
JOQUTFALL {
ay y “cowactioct
ie Is MATEROAL
q
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FACE IS LOL 10 COUR, «
~~ WHERE °C EXCEEDS 200m, REFER 10 EMER FO.
2 E- APPRAISAL OF FOOTING AMD SLAB DESK
4
1 WHERE BA)pc WOTHS SPCC ED ABOVE CAM WOT BE ATTANEO OX TO SITE COMSTRAATS,
cy REFER 1 EXGHEER FOR DESO OF RETARCHG WALL AND/OR PERS TO MATURAL GROUAD.
EARTH RAH i
a TALL 0 i‘ NOTES:
crow 00 s6e RESOE |
TOFALL TOEARTA DRAN SLAB CAST ABOVE GROUND 1. THE COMPRES OF THE GULOING SITE ARE TO BE STRIPPED AND ALL VEGETATION REMOVED FROM CHE BULCHG AREA, GR HOLES,
roots To outran, AT He LiVEL TosuT RA 49S TOGE BACKFRLED AND COMPACTED AS MEMCATED & MOTE 2
PAN AGE LAYOUT, (CONDITIONS AND FALLS TO:
‘SEWERS AS PER LOCAL 2. WHERE SLAQ AND FOOTINGS ARE 0 BE FOUNOEO MFR. BULGING PLATFORMS SHALL BE BUT UPN LAYERS AND COMPACTED 0
AUTHORRTY ORDNANCE, ATTA A RO ENSITY OF $2% STAHDARD COMP ACTION FOR COMESIYE FLL MATERIAL ARD A SEAM DENSIEY ADE
NOTES:- (8 70% RELATIVE T FOR GRANULAR CNONsCOHE SVE] FILL MATERRAL.
1 TAC SITE HIST BE $0 GRADED JOO ORANED THAT Tat WATENE 1S SHED FROM THE BULDERG PLATFORM ACCORDANCE WTA THe } 3. SR MOSURE CONTERT SHOULD BE HART AMD NEA CPTRUN DUE COMPACTION, SMOOTH DRUM ROLLERS MAY BE USED FOR
ABOVE PREKPLES

GRAMLAR PRLS, VORATICG SHECPFOUT ROLLERS ARE RECOMMENDED FO CLAYS.
2. PROVISION OF PAVING, SURFACE GUTTERING OR URDERGROLMD PRING WILE ALL ASSIST & ACHIEVING GOOD DRAACE, ‘THE QUALITY OF COMPACTION SHOULD BE TESTED GY A RECOGSED TESTARG AUTHORITY -1f #5 THE BULOEN'S RESPORSBLITY 10
{ ENSURE THAT THE TEST lor TESTS GIVE AX ACCURATE CDWC ATICN OF THE OWALETY’ AND DEGREE OF COMPACTION OF THE FAL.

3. GOOD DRANAGE MUST BE MARTARED THROUGHOUT CONSTRUCTION AS WELL AS AFTER PRACTAL COMPLETION, THROUGHOUT THE ENTIRE DEPTH AND ACROSS. THE WHOLE PLATFORM.

_DRASAGE MUSH WOT SE DARECTED AT AN ADJACENT LOS iN A CONCENTRATED FORM

 

 

   

 

 

  

 

 

 

 

 

: Scauts: 4100, 420
PROPOSED ADDITIONS 10 RESIDENCE AT FOOTING PLAN AND DETAILS ie PT me NT
20 BAYYIEW ROAD, APPENDIX A&B
NOOSA HEADS 262141 | St TA
tor THOMAS MUSTER ‘ey OF Ts OPA . ATER FROG) | sen pacha | Re
THS PLAN IS COPY PROTECTED BY RIENMAC PTY UTD. | OO NOT SCALE OFF ORAWINGS.| At sert 1 of 3  |[cecep

 

 

 

Page 13

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yg RID
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‘$17 VER OARS AMD HOR BARS .
‘ tone (284 0s ROUGHOUT, Uo
‘ 10 THICK POOL SELL x SO LOVER TO.
t a S| ‘WATER FACE.
e 2
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1 BARS TO6E CENTRAL 6 | ASE RENE T0BA0
SAUL WAS ed 2 + ato ye Se
route. 3% r 812 BARS @0 300 CRS CENTRALLY.
;
WALL REWFQRCEMENT 0
EXTEND 10 Sema BTM COVER.
me] BOULDER RET AbeG Wat.
* I > 3 AS DETARED.
2 DARFIITH
span sin SoeTN cove 6,
‘ SABTM Coven war m7 RIN TES 04
$12 TBARS @ m0 RS.
LAP S06 WITH WALL RET. PROVOKE 3560 HASS CONCRETE
PERS 10.0/S OF ADLACENT
NOTE: OO NOT PLACE Son. SEC 110 irewtenat toe doe
i BY EWGAEER AT
fo WALL HAS BEEN DESIGNED FOR LEVEL BETWEEN ROCK INTERFACES DETARS AS FOR TYPnCAt WALL. SU mcs Mie °
BACKFILL WITH NO SURCHARGE. NO ROCK TO BEAR ON ROCK. » " ar \
ADDITIONAL RETAINING WALLS ARE TO FDO NOT INHIBIT DRAINAGE 150 300 200
BE CONSTRUCTED IN VICINITY OF TOP THROUGH WALL. ¥ ae po. | ye manroomals Poors |
OF WALL. UNLESS DESIGN IS MODIFIED 50 2600 400 N2IO OURS 028 (RS n RUST ¥
AS PER DETAIL 3. 1100 3000 400 LAP 450 WHERE REQ'D AND AT CORNERS, '
SPOON DRAIN AT NOTE: IF BEDROCK y ¢ co
TOP OF WALL. 1 4S ENCOUNTERED DURING Nia VER BARS @ 209 (RS, £ £
FALL TQ EITHER EXCAVATION KEY FOOTING {Ap sen rT STARTERS ||
£ND OF WALL. 2 150mm INTO SOUND FROM SLAB.
COMPETENT ROCK. x
BACKFILL WITH CONCRETE » a
FOR DEPTH OF ROCK. z ,
BACKFILL WITH FRE a WATERPROOF OF sek {
DRAINING GRAVEL 7 ee BOULDERS. JO BULDER'S SPECICATIONS. 4 pon. as
MINIMUM 300 LAYER f
THICKNESS, TL) FULL WIDTHROCKS >| tater es We pe YY i miata
REQUIRED FOR BOTTOM \ torent. q |
1/3 OF WALL MINIMUM, —= = — 4 Pi ae a
SUBSEQUENTLY EVERY b| 25 A hts VER BARS £2 100.CR5,
4 SECOND COARSE TO 4 \ RK | ——“TEMTRAL WALL.
BE FULL WIDTH MINIMUM. ‘A vate gus nora 7p ee nerasties
$90 BLOCKWALL, GROUND OR BACKFLL COMPACTEO (00% we
THICKNESS WALL oda 55 COVER L~ commit “ie VER BARS @ 100 CRS RLAYERS 10 A HARUM UlproRd EST bd] 197TH P00. REHPORCEHENT.
t A Poo. QUENT ROOM ‘WATERPROOFONS OF POHD "OMTRAL WU WALL, WIZ HOR OF SEC STANDARD COMPACTION, [Nis Hor BARS fh 608 CS,
‘ BACKFILL OVER ROUGH SURFACE TO FOOTING. LPT nar sass 0 s Ld OGLRLOER'S SPECFATIONS pans @ 2000RS LAP USA x Lap 44 WHERE REDD AND
PROVIDE LAYER OF EXCAVATION WITH oS commen \ £7 as urssien | H  emaasoyode, Lin cee ges z AT con.
GEOQFABRIC BETWEEN’ CONCRETE. ‘yATH AG DRAR Le | FTD MESH 40 FP COVER, 190 LOCKWALL.
GRAVEL LAYER AND \ covecratasy. \} yeas pects LH] u PanNsase ror cavER, yeni
INSITU MATERIAL, | 20MPa CONCRETE FOQTING. we * b—$vap a0 ye baie asan04 hana 71 SoBTM CovER 3 bop As DetaKED,
a a FRR \ WATEROROOF ROM FOOTENG AND LAP FPR ES 30 TOP COVER J / z AnH,
WALL TO BE FOUNDED ON \ wee LOL A] maa rene Yi f 2
MATERIAL OF MINIMUM SAFE —_™ = SS SS SS cA —_— — 4 .
BEARING CAPACITY 100kPa, 7 z 3
Lf os XE OF THES RET AIG WALL
‘WATERPROOF HENERAME. We? LOnGTUDD AL
‘WALL TO BE CONSTRUCTED WITH FACE SLOPES HOM ATED OTE: IF BEDROCK £72 MESH CENTRALLY 3 \WATEROROOF BARS @ 380 cn. a} TO BE DETERMINED ON SITE.
F Retaining Height ‘Bove Width | Eabedment Depth 1S ENCOUNTERED OURING © . i a A BAREIITN, HOSRME. pain sett TOBE seam cone 680 4 BAR FUITH.
900 a5 nO NIZ @ 400. LAP 400 150 "0 BTM COVER. (ASU SEPARATELY, 1200 SO BTN COVER,
pe a xo ROEM NTO SOUND WITH MESH ‘ RIO TES @ on (RS, " ob TES @600CRS,
2a ws we COMPETENT ROCK. FOR d-750 USE Ni6 @ 400. : SECTION THROUGH SPA 3 SECTIO
BACKFILL WITH CONCRETE { SECTION (By
MAXIMUM WALL HEIGHT = 3000 FOR DEPTH OF ROCK. ALTERNATIVE BASE DETAILS {
IS 120
PROPOSED ADDITIONS 10 RESIDENCE AT RIENMAC prvi SAR | DETAILS AND SECTIONS! SS
20 BAYVIEW ROAD, poster CONSILTING CWB STRUCTURAL ENGNEERS
NOOSA HEADS omen 262141 | S3 | A
a peautieracee a
| eece7 | omit sue tor THOMAS MUSTER Parade 73008 ‘Hove oH 98 08 L ERA BOE | oo nnece Dyce. _|_ sve
ae -AMERONENT 7 1SSUE PROC) KARE THIS PLAN IS Copy PROTECTED BY RIENNAC PTY LTD. | DQNOT SCALE CFF DRAWINGS.| At [seer 2 OF 3 [recca

 

 

 

 

EARlenmac\OS\small Jobs\262141 - Z0BzyviewRd - Martoo\262141.dwg, 15/06/2007 8:37:40 AM, I50-A1, 1:00

 

 

Page 14

erg

 

    

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

wee

wes

NOTES

LAIl work is to comply with the Queensland Plumbing & Drainage Act 2002, Building
Code of Australia, AS/NZS 3500.3 and local authority requirements.

2.These drawings are diagrammatic only. Use dimensioned building construction plans
for any set out requirements. j

3.Obtain all necessary approvals and pay all fees due.

4.The contractor is to visit the site to be fully aware of existing services and site
conditions prior to commencement of work. i

5. The contractor is to determine new drainage can be installed with correct grade and
cover prior to commencement of work.
6.Backflow prevention devices to be installed as required by the local authority.
7.Water supply pipe sizes indicated on the drawings are equivalent to type "B" copper
tube(refer table 1.1 of AS/NZS3500.1). If using an alternative material the internal

 

diameter of the pipe shall be equal to or greater than that indicated on these drawings.

ABBREVIATIONS _.

dp downpipe :

-

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

existing residence, nts not to scale {
2 nee uno unless noted otherwise
3 |
«
=
a
5 |
a LEGEND
Stormwater aL
a Sub soil drainage rE
Stored water
supply — et
Scale 1:250 |
I
ian bradford PROJECT T™ME CuENT DWG NO REV
aeroriresemenacacuossrs | PROPOSED ALTERATIONS HYDRAULIC SERVICES | PALTY CONSTRUCTIONS! o7955.4 | A
Bit (07) 52483875 FAX (07) 54483875 20 BAYVIEW ROAD SITE/LOCALITY PLAN, NOTES, |
BSA LICENCE NUMBER:- 1027868 NOOSA HEADS ABBREVIATIONS, LEGEND !
A ororn7 CLIENT 2 LICENCE CLASS:- HYDRAULIC SERVICES DESIGN | A3 SCALE 1:250 U.N.O. SHEET 1 OF 2
ISSUE | OATE—]-REVITON STATUS ESGNED| (INCLUDING ON SITE WASTEWATER MANAGEMENT)

 

Page 15

 

New swale drain to match existing.

 

Perforated syb soil drainage as

per Rienmac Pty Ltd drawings. New swale drain joins to existing.

 

New swale drain to match existing.

   

ds5q
hor
/
/

 

New swale drain joins to existing.

 

    

  

Final location of pool gazeb:
down pe to be determined

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

rainwater

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          

 

 

  

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i + a .
‘TZ _ tank
“4 s, _
4.0) mse. “hy oo |
i se / se
i Se = !
Existing swale drain>-.. / 1 96.0
| Sea
\ woo tt ke PTT HTTP TTT ATTY PT TTT EG eT TTT TP ee TTT TTT STAT | |] aoe |
! f — " |
" . eros i
New do’ rom existing ---~~
uiter: Bisting downpipe cad
| gutter roppe to be Fémoved,
' f i utter to be replaced as required. '
PART SITE PLAN Tank overflow connects to
existing stormwater drainage.
Scale 1:100 Pressure pump for irrigation.
4
ian bradford PROJECT TmE , | CUENT DWGNO REV
Fo Box fas PEREGIAN SEACH PROPOSED ALTERATIONS HYDRAULIC SERVICES CALTY CONSTRUCTIONS) g7958 . 2
er (ory Sa4ag07s CAx (r) 24400878 20 BAYVIEW ROAD PART SITE PLAN !
BSA LICENCE NUMBER: 1027868 — NOOSA HEADS |
ee Ca cuENT 3 LICENCE CLASS:- HYDRAULIC SERVICES DESIGN i ASSCALE 1:100 U.N.O. SHEET 2 OF 2
ISSUE [BATE] REVISION STATS ESGNEG| (INCLUDING ON SITE WASTEWATER MANAGEMENT) ;

Page 16

‘e Page 7

Attachments

 

Attachment 4 — Revised Architectural Plans

Page 17

 

 

 

 

 

C Rev] Date Issued | Details Sketch Design )

 

 

 

drawing schedule

 

1.0 Site Plan

W Upper Floor Plan

12 Ground Floor Plan

13 Lower Ground Floor Plan

21 North Elevation
22 South Elevation
23 West Elevation

 

31 section A
3.2 section B
3.3 section C

                   
 

 

timber base as per south elevation

tank
“= | 97.0

 

rainwater a zincalume rainwater tanks, refer to SD2.2

 

 

 

 

 

 

existing residence. ~ ~~

93.0

92.0 t

4 91.0

 

 

: 90.0

 

 

 

 

 

 

 

 

 

 

BAYVIEW ROAD

 

 

89.0

 

   

1: studio 33 honeyderr ploce mi rinderry qld avsiraia
(07) 5472 7003

 

 

sparks architects

 

 

 

 

 

 

 

sparks archiieos
qd archied's

New poo! and site works Scale 1:200 @ 3 t l
20 Bayview, Noasa Heads, QLD . Thornas Muster 004 os 6 July 07 Site Plan $010
project client job no. drawn date of firstissue | drawing dwg no.

 

 

 

a

Page 18

 

 

 

C Rev| Date _{ 'ssved | Details Sketch Design )

 

 

 

 

 

 

 

 

new built In stone seating

 

 

74
3. ° os 3:
new stone clad retaining i a ae . ™~. , a *
walls to direct overland “pay: 4b c: SS ~ OS ~100.0- °
water flow from national ayy Ka | vse <. ™S ~~
park to council re by ‘ aT > =-- -~b- > a ‘
storm water mains é cee 0 CS S2 Ed — ™~. r
7 a ~N ~~.
f bel. ™~
: >.

 

 

                   

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~~.
Mis

outdoor shower
1 ™“.

 

 

 

 

 

daylbed

 

 

 

 

 

    
               

I
I

 

 

 

 

 

 

new bridge from
upper deck to pool

 

 

 

 

 

 

 

  

 

|

ty
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7
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if
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| SS
1 Sa!
J innntheoernrrnenaTeefen mer er choca Rvecnerrennnennncenee stance RL97300 Se :
[portant F f |
J / / CS _{ 98.0
| .
: | sun RT ee / |
stone tiles “7 “ .
7 \ |
a
0 |
: rainwater |
| . Uy ti |
~~ F [jw ~~ Le ete I
95.0 ~f

 

 

. 0: ada 33 poner place enc lca New pool and site works Scale 1100@43 IIS 1L__J
ce: dan€sparkarrchtects com 20 Bayview, Noosa Heads, QLD Thomas Muster 004 DS 6 July 07 i | Upper Floor Plan so11

‘sparks orchtects pry. id. aba 89 124 O11 721
qd orchitect’s registration No. 1974 project

 

‘surface RL $4 300
“stone tiles

XN
\
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N
x

 

 

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<

C
N

 

rainwater

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

sparks architects

 

 

 

 

 

 

 

 

dient job no. drawn date of first issue | drawing dwg no.

 

Page 19

 

 

 

 

 

 

 

 

 

C fev Pete ised Deas Sketch Design +)

    

S
XN
N
\

   

pool equipment 98.0

/ store
S

   

 

 

 

 

 

 

rainwater
tank

 

   

   

new pond

\ _ surface Ri, 94 300
stone tiles

 

 

 

 

 

 

rainwater

 

 

 

 

 

 

    
    

 

     

  
   

        

       

  

-- 96.0
existing pool to be removed
new built in seating
_-
~ |
|
were 94.0
Ue _- “ne :
‘BL99 300 existing residence 2 ----"~ |
<A - -- - eee |
ths
pene __-4 930
stone ~—w |

    
    

 

 

;
4

 

 

Ro 3 pardon sre ncn ne New pool and site works Scale 1:100@ 43, UUW __S- Ld
sparks architects SO TEE secincom 20 Bayview, Noosa Heads, QLD Thomas Muster 004 DS 6 July 07 ? | Ground Floor Plan $01.2

 

 

Seiten cetcbonarcte apa O72) project client jobno. | drawn | dateoffirstissue | drawing dwg no.

 

 

 

 

 

 

 

 

Page 20

 

 

 

 

 

Rev|Date _| Issued] Details Sketch Design )

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

existing residence

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

new seat and stone wall

  

bin and gas bottle store relocated

 

4

New pool and site works Scale 1:100 @ A3,
20 Bayview, Noosa Heads, QLD Thomas Muster 004 DS 6 July 07 ! | Lower Ground Floor Plan $013
sparks architects ply. Iid, abn 89 124 611721

@id archilect’s registration No. 3974 project client job no. drawn date of first issue’ | drawing dwg no.

 

   

1: studlp 33 honeydew placa md ninderry git custrata
1 903

   

 

sparks architects

 

 

 

 

 

 

 

 

 

 

Page 21

 

Rev | Date Issued | Details

 

 

 

 

 

Sketch Design)

 

 

legend

ST1 Stone Cladding - dark slate to match existing
$T2 Stone Cladding - ‘feildstone' brown / grey

ST3 Stone Cladding - poo! & ponds - grey / green
FG Frameless Glass - poo! fences and balustrades
TZ Titanium Zine - dark grey

Timber Battens / Boards - oiled deep brown

  

sparks architects

 

om

 

 

 

 

 

© cries pare ran TaD New pool and site works Scole 110043, YUUUUI_S 1
conaprarehtecs com 20 Bayview, Noosa Heads, QLD Thomas Muster 004 DS 6 July 07 # | North Elevation $021
berpebnasadst aeseide a project dient jobno. | drawn date of firstissue | drawing dwg no.

 

 

 

 

 

 

 

 

Page 22

 

 

Rev| Date _| Issued] Details Sketch Design :)

Vv

 

 

 

 

 

 

                    
                      

legend ‘

ST1 Stone Cladding - dark slate to match existing

 

sT2

 
 

Stone Cladding - ‘feildstone' brown / grey
ST3 Stone Cladding - pool & ponds - grey / green

Frameless Glass - pool fences and balustrades
Titanium Zinc - dark grey

Timber Battens / Boards - oiled deep brown

, 2x 16 000 Itr zincalume rain water tanks
support on hardwood post and frame base.
Installation will require holes to be drilled

__ for harwood posts, Tanks will be crained

4 into position from pool construction area.
No earthworks besides post holes will be
required for rainwater tanks

 

 

 

 

cg parton De ony a New pool and site works Scale 00@A3, UU Sid
sparks architects leorecpotstae com 20 Bayview, Noosa Heads, QLD Thomas Muster 004 DS 6 July 07 1 | South Elevation SD 2.2
“peta i Bohn 2 247 project dient jobno. | drawn date of firstissue | drowing dwg no.

 

 

 

 

 

 

 

 

Page 23

 

 

 

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Page 27

@® Pages

Attachments

 

Attachment 5 — Landscaping Plans

Page 28

MUSTER RESIDENCE

20 BAYVIEW ROAD
‘NOOSA HEADS QLD

LANDSCAPE TECHNICAL SPECIFICATION

Prepared by
EDAW } AECOM

Level 3 Platinum. Building
14-18 Duporth Avenue
Maroochydore QLD 4558
‘Ph 07 5479 4405

Fax 07 5479 1832

 

ISSUE | AMENDMENT/REVISION DETAILS DATE | SIGNED
OFF

 

PA PRELIMINARY 03/07/07

 

OP1 OPERATIONAL WORKS | 06/07/07

 

 

 

 

 

 

 

 

 

Page 29

 

1 ACCESS & MANAGEMENT PLAN

 

Refer to Architect and Engineering documentation for access and management plan.

 

 

2 ENVIRONMENTAL PROTECTION

 

NOISE CONTROL

The Contractor is required to take all practical precautions to minimise noise resulting
from work under the Contract. Fit all motorised construction equipment with noise
suppressors and use so that noise is minimised. Do not use loud hailers. Wet saws are
to be used to cut pavers, within a suitable enclosure to the approval of the
Superintendent. Wet cutting to be in accordance with Engineering Guidelines for
Queensland Construction Sites: Soil Erosion & Sediment Control (1996).

SOIL EROSION CONTROL

Minimise erosion of soil from any lands used or occupied in the performance of the work
under the contract. Soil erosion controls and measures to be in accordance with
Engineering Guidelines for Queensland Construction Sites: Soi! Erosion & Sediment
.Control (1996), Environmental Protection Act (1994), and Environmental Protection
(Water) Policy (1994)

PESTS

Do not introduce weeds, phytophthora, insect or animal pests to the property. As in
accordance with Engineering Guidelines for Queensland Construction Sites: Soil Erosion
& Sediment Control (1996).

 

 

3 WEED ERADICATION

 

Eradicate weeds by environmentally acceptable methods using a non-residual
glyphosphate herbicide in any of its registered formulae, at the recommended maximum
rate. Regularly remove, by hand, rubbish and weed growth that may occur or recur
throughout planted and mulched areas. Continue eradication throughout the course of
the Works and during the Planting Establishment Period.

‘

 

 

4 GENERAL

 

Refer Civil Engineer for Bulk Earthworks and Excavation.

Do not disturb services. Locate all services before commencing any excavation and
cultivation. Refer to Civil Engineer for service locations. Excavate / cultivate areas within
500mm of services by hand.

 

 

5 LOCALISED EXCAVATION

 

Excavate and dispose all surplus material to allow for depths required for all landscape
elements below:

General Planting areas: 300mm

 

 

 

 

Page 30

General Turf areas: 100mm

Tree Planting: Allow for excavation and placement of 1m3 of site topsoil per tree.

 

 

6 SUBGRADE PREPARATION

 

During cultivation, thoroughly mix in any materials to be incorporated into the subsoil.
Cultivate manually within 300mm of paths and structures. Remove stones exceeding
25mm, clods of earth exceeding 50mm and any weeds, rubbish or other deleterious
material brought to the surface during cultivation.

Cultivate the subsoil to all planting and turf areas to a depth of 150mm.

 

 

7 TRIMMING OF SUBGRADE

 

The subgrade shall be shaped to the profile required. The surface of the subgrade shall
be compacted, trimmed, profiled and check levelled prior to placing of pavement
materials.

Surface of subgrade shall be left free from rubbish, stones, felled timber and brush, and
left smooth and clean, true to the grade and levels shown on the drawings.

The allowable variation on design level at any point shall be 50 mm provided that all
areas are free draining and no ponding of water occurs. ,

 

 

8 SURFACE DRAINAGE .

 

1.8.1 GENERAL

 

 

 

 

Surface drainage pit shall be installed to locations and levels as indicated on the
engineering drawings. Finish surface pit level flush with surrounding surface finish levels.
Ensure positive overland drainage flow to all pits and that no ponding occurs around the
pit. Align all pits square to paths, pavement patterns, kerbs, walls and the like.

Install pit to manufacturer's recommendations

Product: Aco 450X450 Commercial Drain Sump with Standard HDG (Medium Duty) bolt
down Mesh Grate or approved equal. .

 

 

9 ~ ‘TOPSOIL

 

1.9.1 SITE TOPSOIL

 

 

Modified Site Topsoil to be supplied by others. Contractor to supply truck, cart and truck
soil from location onsite.

Page 31

 

 

1.9.2 STANDARDS

 

Soils
General: To AS 4419 (Int). — 1996 ‘Garden Soils for Landscaping and Garden Use’.
1.9.3 INTERPRETATION

 

Definitions

Topsoil shall be free of any deleterious matter including sub-soil, turf, weeds, sticks and
roots, stones over 25mm diameter and any material toxic to plant growth. Acidity range
shall be pH 6 - 7 or.as recommended by an Agronomist.

 

 

 

[io gM TOPSOIL PREPARATION

1.10.1 VEGETATIVE SPOIL

 

 

Remove vegetative spoil from site. Do not burn.

1.10.2 SITE TOPSOIL

 

Site topsoil shall be stripped and re-structured from the construction zone by principal.
The contractor shall be responsible for the supply of truck, carting and placement of site
topsoil. Loading of topsoil on to truck shall be by principal. Loading by principal from
nominated stockpile requires a supply program given 2 weeks prior to requiring of
topsoil. Dust suppression of access roads during carting and placement is landscape
contractor's responsibility.

1.10.3 ANALYSIS

 

Restructuring of topsoil to be carried out by others. Sample to be provided to the
Superintendent prior to placement.

1.10.4 ADDITIVES

 

If using additives to raise topsoil to the required standard ensure compliance with the
relevant test criteria and the Agronomist’s recommendations following soil analysis.

 

 

 

If it is necessary to stockpile topsoil‘on site do so in locations as directed by the
Superintendent, to heights not exceeding 900 mm. Protect from wind.

 

 

 

{12.2% PLACING TOPSOIL ESE

 

1.12.1 GENERAL

 

Spread the topsoil on the prepared subsoil and grade evenly, making the necessary
allowances to permit the following to finish flush with adjacent hard surfaces such as
kerbs, paths and mowing strips. .

 

 

Page 32

1.12.2 CONTAMINATION

 

Where diesel oil, cement or other phytotoxic material has been spilt on the subsoil or
topsoil, excavate the contaminated soil, dispose of it off the site, and replace it with site
soil to restore design levels.

1.12.3 FINISHING |

 

Feather edges into adjoining undisturbed ground.

1.12.4 CONSOLIDATION

 

Avoid differential subsidence and excess compaction and produce a finished topsoil
surface that has the following characteristics:

® Finished to design levels.
= Smooth and free from stones or lumps of soil.
* Graded to drain freely, without ponding, to catchment points.

1.12.5 TOPSOIL DEPTHS

 

Spread approved topsoil to turf areas to a depth o of 150mm. Spread approved topsoil to
planting areas to a depth of 300mm.

 

 

   

 

 

13. TURF os

 

Turf species shall be ‘Sir Walter Buffalo’ Grade A. The turf shall have 90-95% of the
Species type specified. The remaining percentage may contain grass species other than
the specified type. Minimum thickness of topsoil attached is to be 25 mm.

Within 14 days of signing of the contract, nominate the specialist supplier of turf for the
project for approval. Furnish a warranty from the supplier that the turf is free from weeds
and other foreign matters. Random inspections of 1 m? of specified turf shall be required
before laying of turf on request of Superintendent. If the sample upon inspection is found
to be defective, the entire turf supply shall be rejected. Alternatively, the entire turf
supply shall be treated with selective herbicides at no cost to the Principal. ,

Upon placement of topsoil bring surface to smooth even grades, free from mounds and
hollows such that the whole surface drains in accordance with the finished design levels.

Deliver turf to the site within 24 hours of cutting and prevent it from drying out between
cutting and laying. If possible lay turf within 36 hours of cutting. If it is not laid within 36
hours, roll it out on a flat surface with the grass up and water as necessary to maintain a
‘good condition.

Lay the turf along land contours with staggered, close-butted joints, and so that the
finished turf surface is at the levels shown on drawings. Along all edges and kerbs lay 2

Page 33

 

strips of turf (1m wide) parallel to edge. Peg turf sections on slopes greater that 1:4 with
galvanised peg or similar.

As'soon as practical after laying, roll over the turf with a roller weighing not more than 90
kg/m of width and fill joints with topsoil as specified. As soon as possible after rolling,
irrigate thoroughly with a fine spray to a depth of 150mm. Continue as necessary to
maintain moisture to this depth and to maintain grass in a healthy condition. Lift failed
turf and relay with new turf of the specified turf species.

 

 

 

 

Set out plant material in positions and quantities as shown on planting plans unless
otherwise directed. If it appears necessary for plants to cover the area more uniformly,
or for similar reasons, notify the Superintendent for instruction and direction.

Planting holes shall be prepared not more than twenty four- (24) hours in advance of
planting. A slow release tablet form of fertiliser is preferred, ‘Agriform' or equivatent.
Apply tablets at the rate and depth of the manufacturer's recommendation. Water plants
in containers immediately prior to planting.

Plant to approved set out and detail, refer to Planting Plan and appropriate details.
Ensure that the topsoil level of the plant root ball.is 20mm below the finished surface of
the soil surrounding the hole by backfilling as required.

Where root,growth hag been restricted in the container, the outside roots shall be lightly
teased prior to planting. Care should be taken to ensure that roots are not exposed to
drying influences such as sun or wind.

Avoid leaving air pockets in backfill by carefully firming soil progressively. Water all
plants thoroughly after planting, and for the duration of the establishment/maintenance
period, to ensure the establishment of each plant. Remove and dispose of all
identification labels delivered with plant material.

Advise the Superintendent immediately, if there is any evidence of soil or drainage
conditions considered detrimental to the growth of the plant material.

‘Similarly, in accordance with accepted horticultural practice, planting should cease if
severe adverse weather conditions, for example dry soil, flooding, strong winds etc
prevail.

1.14.1 MAINTENANCE IN TRANSIT

 

All plant material must be protected from the adverse effects of the elements during
handling and transport. Plants shall be transported in fully enclosed pan technician type
trucks.

During transit from the nursery to the site, monitor the plants to ascertain that undue
movement or disturbance is not occurring and that moisture levels are e suitable to ensure
plant health.

 

Page 34

1.14.2 LOCATIONS

 

If it appears necessary to vary plant locations and spacings to avoid service lines, or to
cover the area uniformly, or for other reasons, seek approval from Superintendent before
varying plant locations.

1.14.3 PLANTING CONDITIONS

 

Do not plant in unsuitable weather conditions such as extreme heat, cold, wind or rain. In
other than sandy soils, suspend excavation when the soil is wet, or during frost periods.

1.14.4 WATERING

 

Thoroughly water the plants before planting, immediately after planting, and as required
to maintain growth rates free of stress.

1.14.5 PLANT MATERIALS

 

The Contractor shall supply and plant the following plants to the minimum requirements
as outlined below:

200 Litre - Shall be in approved container with a volume no less than 200 litres (or
equivalent 660x 720mm plastic bag) and shall have a well-developed straight stem, and
be well shaped with a densely foliaged crown with minimum height and spread as
specified on the schedule.

45L — Shall be in a minimum 45 litre (plastic bags 420mm dia x 450mm or equal) and
shall have a well-developed straight stem and a minimum calliper of 25mm. Minimum
height of 1800mm.

400mm -— Shall have a strong primary stem and secondary branches if applicable and
shall be in a container 400mm dia x 450mm. Minimum plant height to be 600mm unless
otherwise specified.

300mm — Shall have a strong primary stem and secondary branches if applicable and
shall be in a container 300mm dia x 350mm. Minimum plant height to be 600mm unless
otherwise specified. :

200mm — Shall have a strong primary stem with well developed secondary growth.
Minimum height 450mm unless otherwise specified.

140mm - Shall have a strong primary stem with developing secondary shoots. Shrubs
shall be a minimum of 300mm high.

Use plants with the following characteristics:

= Large healthy root systems, with no evidence of root curl, restriction or
damage.

« Vigorous, well established, free from disease and pests, of good form
consistent with the species or variety. .

Page 35

 

"Hardened off for wind conditions, not soft or forced, and suitable for planting
in the natural climatic conditions prevailing at the site.

 

 

 

 

 

 

1.15.1 HANDLING

 

Trees shall be handled with extreme care at all time during unloading at the point of
supply. Damage to foliage, branches or trunks due to carelessness during the
unloading, transportation or planting procedure may cause rejection of the tree by the
Superintendent.

Should the condition of any specimen tree decline or the tree die, the Contractor shall
remedy its condition or remove and replace the tree; of the size, species and condition of
the approved specimen, at their cost along with the rectification of any damage to the
landscape or built structures.

1.15.2 SUBSTITUTIONS

 

There shall be no substitutions of any approved tree without prior approval in writing
from the Superintendent. Should difficulty arise in securing the specified plant material
at the required size, the Contractor shall inform the Superintendent immediately, to
determine an appropriate action.

1.15.3 REJECTION

 

The Superintendent or nominated representative reserves the right to reject any tree
considered unsuitable at any stage-during the inspection and installation period. The
Superintendent shall reject any tree that does not meet the physical and aesthetic
condition of the approved sample at the point of supply.

If the material has been rejected after installation, rejected material will be removed and
replaced with a replacement of equivalent size, condition of the approved sample within
14 days of the issue of an instruction and all costs shall be borne by the contractor,
inclusive of additional consultants fees to reinspect material at the point of supply where
considered. necessary.

A photograph of the replacement shall be supplied for approval prior to installation.

1.15.4 TREE CHARACTERISTICS

 

It shall be the Contractors responsibility to secure and maintain the trees for the duration
of the Contract. Any tree not conforming to the approved standard shall be rejected by
the Superintendent / Landscape Architects and replaced at the Contractors expense.

All trees shall bear a growth habit typical of the species and shall be supplied to site ina
healthy condition, free from pest and fungal infestation and physical damage. Trees
shall be pruned as necessary to promote a balanced canopy structure appropriate to the
species.

Page 36

Materials: The Contractor shall conform to the following specification. All measurements
shall be verified by the Superintendent prior to delivery and installation.

Identification of Trees: All trees shall be true to species and/or approved cultivars. The _
contractor shall label each specimen with both species nomenclature and a code
number for reference. Labels shall be water resistant, secured to the tree and capable
of lasting the term of the Contract.

1.15.5 STAKE AND TIES

 

Requirement: Container Trees
Provide hardwood stakes that are straight, free from knots or twists, pointed at one end.

Drive stakes into the ground at least one third of their tength, avoiding damage to the
root system.

1.15.6 STAKE SIZES

 

For plants > 2.5 m high: Three 50 x 50 x 2400 mm stakes per plant.
For plants 1 - 2.5 m high: Two 50 x 50 x 2400 mm stakes per plant. |
For plants < 1 m high: One 38 x 38 x 1200 mm stake per plant.
1.15.7 TIES

 

Provide ties fixed securely to the stakes, one tie at half the height of the main stem,
others as necessary to stabilise the plant.

1.15.8 TIE TYPES

 

For plants < 2.5 m high: 50 mm hessian webbing installed in a figure of eight pattern and
stapled to the stake.

 

 

16 -MULCH

 

 

 

Mulch is to be free of deleterious and extraneous matter such as soil weeds and sticks.
Use organic mulches, which are free of stones. All organic mulches shall be weathered
for a minimum of 12 weeks prior to delivery and spreading on-site.

Spread mulches evenly to 100mm depth or as otherwise noted on the Drawings. Finish
25mm below surrounding finished levels or as detailed. Grade the finished surface
evenly between design surface levels.

Place mulch clear of plant stems, and rake to an even surface flush with the surrounding
finished levels. Spread and roll mulch so that after settling, or after rolling, it is smooth
and evenly graded between design surface levels sloped towards the base of plant
stems in plantation beds, and not closer to the stem. To surrounds of plants planted in
riplines and grass areas, provide mulch to 750 mm diameter.

i.

Page 37

Mulch all trees located within grass areas with a 750mm dia mulch ring to base of tree.
Ensure trunk is clear of mulch.

1.16.1 MULCH TYPE

 

100mm depth Organic mulch - 1” Hoop Pine Bark Mutch

Page 38

MUSTER RESIDENCE, NOOSA HEADS

d '

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LANDSCAPE DOCUMENTATION

Drawing Schedule

 

DRAWING No, DRAWING TITLE REVISION No,
L-CS-001 COVER SHEET ort
L-SF-201 SURFACE FINISHES . opt
\- PP.a0t PLANTING PLAN opt
L-oT-001 LANDSCAPE DETAILS ort

 

DESCRIPTION: OPERATIONAL WORKS
DATE: 06.07.07
ISSUE: OP1

Lone Son

 

 

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BAYVIEW ROAD

 

 

 

 

 

 

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EDAW | AECOM

 

Page 39

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LANOSCAPE ARCHITECT

 

4
GENERAL NOTES: it

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on Landscape Drawings: |

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TURF TYPE ‘SR WALTER
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LANDSCAPE ARCHITECT
CODE _] BOTANICAL NAME [COMMON NAME SIZE NUMBER
TREES
ACM hem emena henifampra 7C 17 EDAW | AECOM
ALP exe Aiphitonia excels SL
ARC cun Archontophoeniz cunninghamiana: 'Bangalow Palm 45L
BAN Int Bank sia integifola (Coastal Banksia 200mm 5 mma
BAN rob Banksia robor Swamp Banksia 45L 4] weapon
CYA cao ‘Cyathea coopert [common Tree Fem 200, 3] MASHRE SOKST
UV dec, Livistona deciprens (Cabbage Palm 200L, a
MAC tan (Macaranga tenenus PMacaran: 45L. 2] ua
STE sin Stenocarpus sinuetus Wheel of Fire Tree aSL. 9 aoe
SYZ fra (Syzighan trancisi [Giant water gum Tamm 7] | ey eneexs
AN mac Xantharhoea macronema, (Gras me 400mm 2) Kees
SHRUBS/GROUNDCOVERS/ GRASSES: ve
AGA lim Acacia cognate tmeligh = ZoGmm 30}
ADI for Adiantum farmosum: Grant Maindenhair 140mm 15]
ALP cas Aipinia ceeulen Native Ginger 200mm rr]
ASP aus Aspienium austraiasicum Birds Nest Fan 200mm 3
AUS dut 740mm 7
BAN rol Bank sia integrifotia roller coaster” 740mm 35]
BLE car Biechnum cartaligineum 20mm 23]
CAL ewa (Caliistemon Ewan Road 740mm 32) evar
CAL tik Calfistemon Little John" 200mm 3z
COR pet Cordyiing patiolans: Zoomm_ 25)
CRI ped Grnum pendunculatum Swamp lity 30amm 15
DEN cel [Denharnia cefastrotes (Orange Boxwood 743mm 7
Dea bre (Dranelia breeze _ Tamm a
DXA Ton Dienaita longifolia ri 740mm 35}
DA tas [Dianella tasmanica Tas Red, : 46mm zy
DOO asp Doodia aspera Prickly rasp fem 740mm’ 37]
DOR exc Cayanthas exceisa (Giant City 400mm, cE)
YM it Hymenocatis fittorans Spider Wily Zoomm 15}
ISO ned Tsolepsis nodosa 340mm, 3ay PNOTES.
LEP per Lepitozamia pereffskyana Burawong palm TOOL. 4]
LOM hys Lomandra hystrix Mat-rush = 140mm. 412)
LOM Ton, Tomendra longifota Spiny-headed Mat ash 40cm 44]
MEL cla Melaleuca Claret Taps on 40mm 23]
PHA aus Praus australis [Swamp Orchid 2oomm, 23]
Fir mis Fittospaum ‘Miss Mulfet” = 140mm 57
PRO cun Proiphys cunningharni Bnsbane ly 740mm 25}
RAN it Randle ftzaterat Tome a
S¥z cas ‘Sytygim Cascade” 140mm |
Svztin Syzygimn Toy Trew (Draw? Liypiity 20mm ia
TAS Ins, Yasmannia insipxia Pepper Bush 740mm. 34]
THE aus Themeda australis Mingo” Kangaroo grass. 140mm 69]
WES wyn Wastringia Wynyabbie Gem" me 340mm. 61
NOTES: L :
* LEP perx 100L fo have minimum tm tall teunk, a
F= CYA coo to have minimum 2m clear trurk.
1, Ensure Crowns of all grasses (Dianella, Lomandra atc) are kept clear of all mulch,
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LANDSCAPE ARCHITECT

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