06/0159 - Op Works - landscaping, Driveway and Stormwater [As Published] · 142006.159

Page 2

 

oy NOOSA Checklist - Applications Involving Land
Development & Land Use Sections
DAS APPLICATION
This checklist should be used for any IDAS application. Please check each of the following Items before accepting an
application at the counter.

4. -. APPLICATION FORMS . . : : os
4.4 Form 1 PartA SY

1.1.1 Ensure that the form is fully completed.
4.4.2. Inthe case of an MCU or Op Works below the high-water mark, owners consent is required.

 

 

 

 

1.1.2.4 If there are muttipie owners, the consent of each owner is required.
1.4.2.2 If the owner of the land is a company, either ACN No. or Company Seal required.
4.2 Form1 Part B-O Supporting information

1.1.2. Ensure that for each box checked on Form A, the relevant additional Forms B-O are attached. my
4.1.2.1 Ensure that each of Forms B-O which are attached are fully completed, CA
2: ROPER. INFORMED SOB RTE NR EE Fe
2.1 Ensure that items 1-23 have been checked and/or completed with regard to referrals. ce
ig, *ORRRIRONMENTALEY: ELEURAT ADEN of wee

3.1 Ensure that Part G is completed if EPA referral is required.

3.2. Where EPA is delegated to Council (see * in ERA checklist), ensure that the correct application
fee is paid and recorded on the appiication.

  
       

    

 

 

 

          

 

 

 

 

Qe: Hen ica Ee 1 PE cy FOV AE ES ee fs GPE be, Baas
4.1 Ensure that items 1-28 have been checked and/or completed Including information regarding
applicant details and owners consent.
epi e S a Hie de Y a

 

6.1 Ensure that at feast 6 sets of the Plan of Development (5 for Reconfiguration and Operational
Works) accompanies the appiication. In addition ensure that each set is complete.

8.2 Ensure that 1 of the copies of the Plan of Development is in an AS or A4 format and is “«
unbound.

6, SUPPORTING INFORMATION” ae Merkk 3
6.1 Ensure that at least 6 copies of any report accompanies the application (5 for Reconfiguration
and Operational Works). If the application is accompanied by a covering fetter, ensure that it is

 

 

 

 

ay of re se An TANT erg
mr a wars * Date oS
Se Skies ye

   

 

 

 

 

 

 

 

 

 

 

 

capable of reproduction.
6.2 Inthe case of reports, ensure that 1 of the copies is in an A3 or A4 format and is unbound.
% ‘KEE at a ia! weeks ® a “ Sank “ ayy hogar. kpyen eG
7.4. Ensure that the application fee, a8 determined from the Council's adopted scale of fees,
accompanies the application or has been paid.
7.2 Ensure that the fee which has been paid Is recorded on the application form. “

 

 

 

     
 

OMA BBY cores bate 2a shee specennanven
ppted the application, please deliver both to the following IDAS Application Recaiving

    

Receiving Officer .........77 +

Having completed this form and ae

trays:-

e If the application is for s Material Change of Use exclusively ~AOP's desk in the Land Use Section.

Ifthe application is for an Material Change of Use & Reconfiguration - AOP1’s desk in the Land Use Section.

«tf the application is for Operational Works (for parking, access, sewerage Or drainage) exclusively - AOD? in the
Land Development Section.

« — Inall other circumstances - AOP1’s desk in the Land Use Section.

Please DO NOT leave the application at the counter and DO NOT deliver the application to Records.

 

 

 

SEP! g:\ant\orms\application checklist.doc

Page 3

45/12/2085 16; 48 87547460986 MIDDAP: DITCHF 1EiD PAGE 02/233

 
 
 
 

INTEGRATED PLANNING ACT 1907 Pa A, Version 2.2, 25 July 2006

  

 
   

ern Bye (0118)6)0 SUR Ene Oo ora 8.

Common details S A

re aera ae inane useing on PA's andy ra apcarore, PaeA cua be scparind vy bs conptad OAS Asseeanant ca f
Tequited, snd By one (1) 67 mdse Other complniad parts of Gre Fors o¢ required. Fox twas infortnedon on the parte of the Few: sate 0 wey ine ae ot
cr inerration Maven i tha fan Way be provid i an ticamert fo the eppicaton. For urherinfoTaaion about cemplaing te flowing dein rer Guide |.
Dvscripion ot land “jt Street address: inauding hovse number, simet name, suburtviecalty nate & es (i appiicabte)

Reimatet treme ma | 26-12 Os AI

Itrorawhwbareetaey 2 Name of water body or watercourse, within which tte davelopmant is propceed: frappicabe)
|

3. Lot on plan description tex. Lot 123 on RF 4867)/ GPS coordinates: :
‘teks |}. 2

4: The above description is for: (ict soptoane box) 7

~ 20) the iand on which the development is proposed: or
1) ti} the ond ecing the water body ar watercourse, within which the developnient is

proposed: r

 

 

 

Co fi) the water body or watercourse,

5. Shop / tenancy number: 6. Storey / level: 7, Total area of tanct: fn of pat
, L _] 29971 me 7
& {Deal povernmert ares in which the land fs stated: fog ask Money Bay. Wocos ek, (chou
's CNees¢: : |
Smet pgtt cma ore wa

 

 

OF epeies
pec event ering

po bel an Pore wane aed |
re i

 

 

    
 
 

Cm a heuttclers room marly, dalle mupy by
OroNded in an pRachnanl le ine apyitention.

  
     

11, Propoestttite of the land: 8 UNF aportment bukting. 30 i -
Dt hac a wich wnt we her ae on ee EPA er geiton

? Bin

Other applicable perts of Form 4 "Ti ee Comping 88 Par of Pie eophaaton: fen Pot Par as
r ‘

Pt A roam be mccotremniad by Cer
Conia rn ‘For orale ad E.

wean ROP Fe t00H fe Be ;
epee nnetemenaennendc)
Applicant detalie 13. Applicant's name: 5 =
‘ ; . i 5 . Contact person:
mucelgiarcer™ | 'Misdas? Dias [Reter Widnes
Shaan sorter and lodgien this mahestion 14. Cotrtact number: 16. Facsimile numbar/e-mait
HN eae ema Fe 3414-- OBIT — 1 | 3474 t =
fart esta ea oy ctor 17. Postel adcress; | a
sananaing Ind Getaing the appbceten. . CH *
‘juni comet ese Sav Views newas Ae, Noooadlze J
18. ro 19. Date
, f “7
!
{ 1 Yocotou
uF ZL Er.
N77

 

 

 

 

 

2B 280d Vd SNOO H3AI7M0 9 N GEasIEasbEe BZ:bl Geaz/2T/az

Page 4

 

 

 

 

  
 

 

 

 

15/12/2085 16:48 e7s4a7aq9a6 MIDDAP: DITCHFIELD PAGE 03/03
INTEGRATED PLANNING ACT 1997 Part A. Vernion 2.2, 25 July 2008
Land cwnvac’s consent 1 apxstonbie) 20. Land owner's consent te the making of this application:
sewn = a
. nee ONE. $n Dh. CLR Sod
sa whiny were =e INS Oliver Prepach<sRi.. OE aA = a es
~a maerial change of une; H
* Wale od. Aseser beweesennascens ,
fl} work on land blow highswana? maf riot witha
0 canal as aednee under th Coaited Protection
08 Maregnenant dct Wier .
OM) werk On el arte fret dated unvdar e
Trananot iotenrustue Agt thd.
| + onenener's
carneta % hat:
For mare twlorasion refer io Goad 1, .
Rewoaree entiivenant 7 apodentie} 21. Does this application invalve fuking or itarfaring with (thr Pan miarrig i quwry Hite on Sw
mast aan er weve | coastal and ner ne Constal Protection end Managemen! Act 1596) @ State reeource?
/ poh yatta NO - gow 024 (1 YES = pam 092
Rak pieatet tien Merng _ |22. 1h applica is required by regulon to be sccomperved by evidence: it aaseabe ae
Repuleten piteerhoee of ovideten
munmydemeanammanesurte’| CI) Of he aiveptiog of or entitemant to, the reecuree ~ seach evidence
ceniprnert soph. CD qi) erga exealtve cf fa cenarimént sctrnitaring the resource sated the develope ip
o Of, oF enttiikment to, the resource ~ 90 44 029
(i) fe cia exacuive Of th apartment aarunieerry the rescurca i untied tre devotopment
application J 04, entitierent io the resource -
. ' . Pwo
Alen far commana Cy 23. Evidence of the resource entitement: : .
howlwert iS pase ey enitlemert / detats (w) OM stp othe dapartent
the of ‘ mini
' ane Rone ee ies Nataring the resource a
sroplcation inveivaa ‘ang or AR water or (i)

‘fverine query restieay unciar the Hater Aqt 2000,

Presse fee
pee

a

nme —$<rencreseniiinenaygeeen

=

ci
_

 

{v}

j
+
1
i
i

7

. (ne ,
2, isthe DAS Assessment Chocklit completed and ateched io ts appiealant

 

 

 

 

 

  

 

 
   
 

‘This checlaut vote pay ecu tte appteniion recuives| .
er fete i Yes NO ~ t%0 casesament maneger refuse tc accept thie spofcetion
eomucarea | Pir a thao bs ret veer pars eee
"we TT Semen le:
Raa | reign pects wun |e! accompanying this applivation:
pot am prevent et eta . Plan { Drawing / Report Number
Wenger, Apericies tnd ary perce viening
Whe spptiontion: orveny
makasion inden Peas
900 any potantaliergent,
‘
ars aecncenee neeneendeceeeeecones
waste —m ee

 

 

 

eam a
PLEASE NOTE: Te steevememn
and ary olter rebevant par ef Form 4,

OFFICE USE OMLY rent mepagera)
EH GeO eae TL, ni"

Notification of Engayemenl of Private Certites/ocane arcs

 

 

Menege may refsee te eccanl an application that, wt the tme of lodgement, fait to ovovide ait anpiicable information renuinag by Per 4

hated Teer deg —

To Cound. | hove boon engaged as ina Prtrate certiter for the aunty wart retetyes tn in thie watator,

| Daw ofenpepement: f 7 Ateeatiisten Number. Nae

Signstare:__ |

 

€@ 390d vd SNOD MBAITO ON

GEBSEGRBED

Q7'bT ceanrs7T/az7

Page 5

INTEGRATED PLANNING ACT 1997

Part E, Version 2.0, 4 October 2004

Form 1 Development Application

 

Operational &/or building work

assessable against a local government’s planning scheme <&

 

 

Completion of all question on Part E is mandatory for all applications involving the assessment of operational work and/or building work {including detailed
engineering plans and other plans, detailed engineering plans for subdivisional works and-conceptual design plans for engineering & building work when the application does
not involve assessment of a material change of use of premises at the same time) assessable against a local government's planning scheme.

 

Nature of the application

A development permit authorises
development to occur, while a preliminary
approval is a step in the approvaf process
and does not authorise development to occur.
The typas of work that are assessable against
@ planning scheme are determined by the
scheme for a particular local government and
will vary across the State.

To determine the types of work that are
assessable under a particular planning
scheme, contact the relevant local
government.

4.

This application is for (tick one (1) or both if applicable) |
oO Preliminary approval - provide details of the type of wark eg. roadwork, stormwater, water and sewerage

infrastructure, etc

 

 

 

 

AND / OR

infrastructure, etc

JApevel lopment permit - provide details of the type of work eg. roadwork, stormwater, waler and sewerage

 

Drive: .
Shovmacter
Vann as coping

 

 

 

 

 

 

2. Are the works subsequent to a previous development approval?
oO NO ALYES — provide details of all previous approvals (eg. file references)
MCU N°. 2004/4206 dated 24/8/05
3. _ 1s the subdivision for a canal estate?
PXNno
CJ yYes
Portable Long Service Leave levy {f 14. 1 payment of a Portable Long Service Leave (PLSL) levy applicable to the proposal?

applicable}
Prior to issuing a development permit for the
works, the assessment manager is required

 

BAYES - compete 05
[TINO - 05, 6& 7d not apply

Page 6

INTEGRATED PLANNING ACT 1997

by law to “sight” an approved form, issued by |5. Has the PLSL levy been paid?
Qlaave, which signifies that the PLSL levy
has been paid, O1YES - competes

4 NO - the applicable fevy must be paid before a development permit can be given for the works

Part, Version 2.0, 4 October 2004

6. How much was paid?

7. Whats the receipt number of the payment?

L J

PLEASE NOTE
This application cannot be accepted unless accompanied by Part A of Form 1.

The assessment manager may refuse to accept an application that, at the time of lodgement, fails to provide all applicabie information
requested by Part A and any other relevant part of Form 4,

 

 

OFFICE USE ONLY (applicable fo assessment manager) .

    

 

  

 

 

 

 

 

E NUMBERS |
i(): “Isa PLSL levy applicable in this instance? [No [YES -compiste iii)
(ii) Has the approved form (issued by QLeave and which signifies that the PLSL levy has been paid) been sighted by the assessment
| manager / private cerlifier at the tinte of lodgement of this application? [ino “ [J YES - provide receipt details below

 

it

Page 7

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 15.0, 18 November 2005

  
    

  

Form 1 Development Application

IDAS Assessment
Checklist

(Formerly the “Referrals Checklist”)

 

IMPORTANT NOTE FOR ALL APPLICANTS:

1. This checklist was formerly referred to as the “Referrals Checklist’. Some af the ‘Guides’ lo using the IDAS Application Forms continue to refer to this document as the
“Referrals Checklist’. The name of this checklist was changed from 25 July 2005 to more accuralely describe its function.

2. Under the IPA and IDAS framework, an application may require assessment by the local Council and/or certain Queensland State entities (e.g. Environmental Protection
Agency, Dept. of Natural Resources and Mines, Queenstand Heritage Council etc.}.

3. This checkiist is provided to assist applicants to determine when an application requires assessment by a Queensland State entity and may also assist the applicant to
determine the assessment manager" for the application.

4. Therefore, the completion of all questions in section 1 of this checklist is mandatory for all applications (other than those requiring the completion of Parts A & B only).
5. lis the responsibility of the applicant to accurately complete this checklist.

6. Depending on the nature of the application, an applicable State entity may be either the assessment manager or an {DAS referral agency for the application.

7

The assessment manager for the application will rely on the information provided in this checklist (as wel! as any material fodged in support of the application) to identity
any applicable referral agencies for the application in the Acknowledgement Notice, The assessment manager will also rely on this information when identifying if the
application triggers referral coordination’.

8. To assist you in answering the following questions a series of guides are available free from www.ipa qld.gov.ay.

9. Any other parts of Form 4 that this checklist requires to be completed are available from the Council or the applicable State entity, or can be downloaded free from
www.ipa.gid.goy.au.

10, Section 2 provides advice about the referrals that can be required for applications for building work assessable against the Standard Building Regulation 1993 (SBR).

SECTION 1 - STATE ASSESSMENT (completion mandatory)

Note: The following state assessment triggers apply to development other than for building work assessable against the Standard Building Regulation 1993 (SBR).

 

 

 

 

 

Environmentally relevant activity 1. The application involves: (tick applicable box/es)
For more information refer‘ Gude-4. C1 (i) an environmentally relevant activity (ERA) for which a code for environmental compliance
Unless you snowored ‘none i stl 1001, the has not been made - complete Part G of Form 1
administering authottty. D1 fii) a mobile or temporary ERA for which a code of environmental compliance has not been
Man entity, other than the piel ees is made - complete Part G of Form
Besessment, Yi ion, a
paministonng uiferty a a coneuence aganey tot Rai none of the above
the application in ratation to this matier,
Note: An application involving ERA 19 andor 20 wil
also require completion of Part Ky of Form 7 for
approval where an silocation under the Water Act
2000 is required.
State-controlled road matters 2. The application involves: (tick applicable box/es)
tree over re aie’ ‘ote. the (114i) development on land contiguous* to a State controlled road and for -
applcaton Sigguss referral to the Depart (] (a) material change of use assessable against the planning scheme;
jein Roads 88.8 re agency. .
in cartain circumstances DMR wil be an advice (1 (b) reconfiguring alot unless -
agency, while in other circumstances DMR wil be « the total number of ots is not increased; and
crete othe eR ston wit ast youta » the total number of lots abutting the State-controlled road is not increased;
determine where DMR & an advice or concurrence C (c} operational work {not associated with a material change of use assessable against the
agency for the application. planning scheme or reconfiguring a fot mentioned in (b) above)~
« associated with access to a State-controlled road; or
« for filling or excavation; or
« involving the redirection or intensification of site stormwater from the land, through a
pipe with a cross-sectional area greater than 625 cm? that directs stormwater to a
State-controlled road,

 

 

1 The assessment manager is responsible for assessing and deciding an (DAS application, The assessment manager for an application is prescribed in schedule 8A of the IPA.

2 Foradditional information refer ta Guide 6 ‘Doss my application trigger the referral coordination process?”

3. The ‘administering authority’ may be either the Environmental Protection Agency, the relevant local government {for a devolved ERA) of the Quaensiand Department of Primary Industries and
Fisheries (for a delegated ERA).

4 Land contiguous to a State-controlled road is defined in schedule 14 of the IP Regulation to mean land - if pari of the land is within {00m of the State-controlied toad; or that is part of a fulure Stale-
controlled road,

Page 1

Page 8

INTEGRATED PLANNING ACT 1997
State-controlied road matters (cont)

Clearing vegetation

For more information refer to Guide 12.

‘Unless you answered “none of the above” to Q3, the

application requires assesament by the Department
ings (NREM).

if an agency other than NR&M ts the assessment

manager for the application, NRAM is a concurrence

agency for the application In relation so this matter.

(DAS Assessment Checklist, Version 15,0, 18 November 2005
(1 (i) development on land not contiguous to a State-controlied road and -
(1 (a) material change of use —
« assessable against the local government's planning scheme; and
* mentioned in schedule 5 of the IP Regulation and exceeding the thresholds set by
that schedule;

[J (b) reconfiguring a Jot for a purpose mentioned in schedule 5 of the IP regulation
and exceeding the thresholds set by that schedule;

(O(c) operational work (not associated with a material change of use assessable against the
planning scheme or reconfiguring a lot mentioned in (b} above)—
« assessable against the local government's planning scheme; and
+ mentioned in schedule 5 of the IP Regulation and exceeding the thresholds set by
that schedule.

[AMiii) none of the above

The application involves: (tick applicable box/es)
C1 (i) material change of use -
(a) assessable against the planning scheme;
(b} ona lot containing —
* acategory 1, 2 or 3 area shown on a property map of assessable vegetation; or
« if there is no property map of assessable vegetation for the lot - remnant vegetation;
(c} where the existing use of the land is a rural or environmental use; and
(d} where the size of the land is 2 hectares or larger - complete Part J of Form 1
reconfiguring a lot -
{a} ona lot containing a category 1, 2 or 3 area shown on a property map of

assessable vegetation or, if there is no property map of assessable vegetation for
the lot, remnant vegetation;

(b) where the size of the lot before the reconfiguration is 2 hectares or larger;
(c) where 2 or more lots are created: and
(d) where the size of any lot created is 25 hectares or smaller - complate Part J of Form 1
C1 (il) operational work -
{a) for the clearing of native vegetation where the vegetation clearing is made
assessable under Schedule 8 of the JPA; and
(b) not associated with a material change of use assessable against the planning

scheme mentioned in (i) or reconfiguring a tot mentioned in (ii) - complete Part J of
Form 1

J2Liv) none of the above.

Diy

 

Strategic port land
For more information refer to Gyide 11.
you ticked (i) - the relevant Port Authority is the

The application involves:

[-] (i) development on strategic port land as defined in the Transport infrastructure Act 1994 (TI
Act) - comptete Part ! of Form 1

atsessment manager for the applicatian,
Uf you ticked (1) Queensland Transports 8 (7 (ii) a material change of use that is Inconsistent with the land use plan approved under the
Concurrence agency forthe application. TI Act for the strategic port land - complete Part | of Form 1
x (iii) none of the above
Acid sulfate soils

 

For more information refer to Guide 10,

Unless you answered “nane of the above" to Q5, the
application requires assessment by Department of
Natura! Resources and Mines {NRAM).

tan agency other than NR&M is the assessment
manager for the application, NR&M is an advice
agency for the appiication in relation to this matier.

 

The appfication involves development on land situated in an identified local government area
and where the surface of the land is: (tick applicable box)

(2) (below 20m AHDS and the development will invoive the excavation of 1000m%or more of
soit or sediment at or below 5m AHD, or
(71 fii) at or below 5m AHD and the development will involve filling the site with 1000m? or more
of material
Rei none of the above
7

5 The identified locai government areas are: Aurukun, Bowen, Brisbane, Broadsound, Bundaberg, Burdekin, Burke, Burnett, Caboollure, Cains, Calliope, Caloundra, Cardwell, Carpanteria, Cock,
Cooloola, Doungiss. Fitzroy, Gladstone, Gold Coast, Hervey Bay, Hinchinbrooke, Isis, Johnstone, Livingstone, Logan, Mackay, Maroochy, Maryborough, Mirium Vale, Momington, Noosa, Pine Rivers,
Redeliffe, Redland. Rockhampton, Sarina, Thuringowa, Tiaro, Torres, Townsville, Whitsunday.

6 Australian Height Datum (AHD).

Pane?

Page 9

INTEGRATED PLANNING ACT 1997

IDAS Assessment Chacklist, Version 15.0, 18 November 2005

 

 

Major hazard facliities or possible 6. Does the application involve a material change of use for a major hazard facility or possible
major hazard facilities major hazard facility as defined under the Dangerous Goods Safety Management Act 2001?
For mora information refer to Guide 17.
if you answered “YES lo Q6, the application NO
i t by the Department .
eriares assezsment Tans acento 1D YES - complete Part £ of Form 1
if an agency other than DES is the assessment
manager for the application, DES is a concurrence
@gency for the application in relation to this matter,
Water related development under the |7. The application involves:

Water Act 2000

For more information about ilems (a) - (d), refer to
Guide 15. For more information about item fe},
refer to Guide 14 m tion.

2ssessment of a referable dam?

Unless you answered "none of the above" to Q7, the
application requites assessment by the Department
of Natural Resources and Mines (NR&M).

fan agency other than NR&M is the assessment
manager for the application, NR&M is a concurence
‘agency for the applicalion in relation to this matier,

Removal of quarry material from a
watercourse

For more information refer to Guide 46,

lf you answered “YES" to 08, the application
requires assessment by the

Resourees and Mines (NR&M}..

4 an agency other than NR&M is the assessment
manager for the application, NRAM Is a concurrence
‘agency for the application in telation to this matter.
Note: Part G of Form 1 is required to be completed
188 the activity of removing quarry matesial froma
watercourse is also an Environmentally Relevant
Activity (ERA).

Operational works in a tidal area or
coastal management district

For more information rafer to Guide 18. For more
information about prescribed tidal work in local
goverment del areas refer to Guide 24,

Uniess you answered “none of the above’ to Q9, the
application requires assessment by the
Enwironmmental Protection Agenoy (EPA).

Wan agency other than EPA is the assessment
‘manager for the application, EPA is a concurrence
‘agency for the application in relation to this matter.
Local government is the sesassment Tanager for all
prescribed tidal work.

 

8,

(1 (i) operational work, for taking or interfering with water under the Water Act 2000, that is:
(lick applicable box/es)

Oa) ina watercourse, lake or spring, or from a dam constructed on a watercourse (eg.
a pump, gravity diversion, stream re-diraction, weir or dam) - complate Part Kz, Ks, Ks Ks, or Ks of
Form 1 whichever is applicable;

(J (b) for an artesian bore anywhere in the State, no matter what the use - complete Part
K; of Form 1;

Cite) for a subartesian bore, in declared groundwater area’, for use for purposes other
than stock and/or domestic use - complete Part K; of Form t

C1 @) fora subartesian bore, in certain declared groundwater area, for use for stock
and/or domestic purposes - complete Part K, of Form t

Cle) for constructing a referable damé or that will increase the storage capacity of a
referable dam by more than 10% - complete Part Ks of Form 1 of

CI (f) for taking or interfering with overland flow water - complete Parts Ke and G of Form 1
PRL none of the above.

Does the application involve development for the removal of quarry material from a watercourse?

requiring an allocation notice under the Water Act 2000?

IXNo

[J YES - complete Parts Ky anc G of Form 1

The application involves operational work that is: ( tick the applicable box/es)

C1 (i) tidat work" as defined under the Coastal Protection and Management Act 1995 (the
Coastal Act) that is not prescribed tidal work — complete Part M of Form 1; or

OC dil) tidat work that is Prescribed tidal work" other than in a canal'2 ~compiete Part P of Form 1; OF

C1 dil) carried out within a coastal management district under the Coastal Act and for - complete
Part M of Form 1 if any box/es (a) to fi) below are ficked.

oO (a) constructing or installing works in a watercourse between MHWS and HAT (ie.
other than those works in tidat water} where the development has been determined not
to be assessable against the Water Act 2000 ;

constructing a canal’? intended to be connected to tidat waters;

constructing an artificial waterway:

reclaiming land under tidal water;

disposing of dredge spoil or other solid waste material in tidal water;
interfering with quarry material on State coastal land above high-water mark;

draining or allowing drainage or fiow of water or other matter across State
coastal land above high-water mark;
DO (hy removing or interfering with coastal dunes on land, other than State coastal land,
that is in an erosion prone area and above high-water mark;
Ow constructing a bank or bund wall to establish a ponded pasture on land, other
than State coastal land, above high-water mark; or
Liv) none of the above.

Do)
Oe
Oi)
De)
Oo
O@

 

 

7 The declared ground water areas are listed in Guide 13

8 Referable dam is defined under the Water Act
9 Wetercourse is defined in sch 10 of the iPA.
10 Tidal work is defined in sch 10 of the IPA.

2000.

ide 13 Development in a declared catchment area.

11 Prescribed tidal work is defined in the Coastal Protection and Management Regulation 2003 and includes certain tidal works completely of partly within a local govemment tidal area
12 Canal means canal as defined under the Coastal Protection and Management Act 1995

Pane 4

Page 10

INTEGRATED PLANNING ACT 1997

IDAS Assessment Checklist, Version 15.0, 18 November 2005

 

 

 

 

 

 

 

Operational work below high water 10. The application involves operationat work that is: ( tick the applicable box/es)
mark terrain reer o Guide 18. For more (J) (i) tidal work’? as defined under the Coastal Protection and Management Act 1995 (the
information about prescribed tidal work in jocal Coastal Act) that is not prescribed tidal work ~ complete Part M of Form 1; or
government tidal areas refer to Guide 24. sey ge . . 2 14. .
Unless you answered ‘none ofa above" to O10, oO ti) tidal work that is prescribed tidal work complete Part P of Form 4; OF
the seplcaien tapes referral to Queengland (1 {iii) carried out within a coastal management district'® under the Coastal Act and for -
{tien
Concurrence agency. * 1 (a) disposing of dredge spoil or other solid waste material in tidal water - complete Part
Local government is the assesament manager for eil M of Form 1;
Prescrfoed tidal work. (1 (b) reclaiming land under tidal water - complete Part M of Form 1; oF
C1 (c) constructing a canal’s, if the canal is associated with reconfiguring a lot - complete
Part M of Form 1;
Kl (iv) none of the above.
Coastal management 11. The application involves: {tick the applicable boxes)
Foc mara infernabon refer to Guide 18, Ci() a material change of use assessable under a planning scheme involving operational
ee eset work carried out completely or partly in a coastal management district's
Environments! Protection Agency (EPA), Di) a material change of use assessable under a planning scheme involving building
If ther than EPA |s th: nt T i istris ig —
sranoner forthe olcation, EP hic a concurrence work, carried out completely or partly in a coastal management district that is
agency for the application in relation to this matter. « the construction of a new premises with a GFA’ of at least 1000m?
« the enlargement of the GFA of existing premises by more than 1000m?
(1 (il) reconfiguring a fot assessable under schedule 8 of the IPA where the land is situated
completely or partly in a coastal management district
(Civ) reconfiguring a fot'® assessable under schedule 8 of the PA and in connection with
the construction of a canal'® - complete Part M of Form 1
[(v) none of the above
Development within the limits of a... | 12. Does the application involve development below high water mark’ and within the limits of a port
port: under the Transport Infrastructure Act 1994?
For more information refer to Guide 18, For 4 NO
information about prescribed tidal work refer to
Suite 24. LD YES - complete Part M of Form 1, or Part P of Form 1 if the work is prescribed tidal work
if you answered “YES” to Q12, the application
Iniggers referral to the Port Authority.
‘The Port Authority is a concurrence agency if the
development is ~
@ within 200m of @ shipping charmel or an entry
‘and ext shipping corridor for the.port
© within 1000m of 2 swing basin,'a commercial
shipping wharf, a mooring, anchorage or spalt
grounds;
‘© within 1000m of a planned port facility identified
ina land use plan approved under the Transport
infrastructure Act 1994.
{nal other shuation the Port Authority is an advice
agency.
Marinas 13. Does the application involve operational work that is tidal work for a marina with more than 6
For more information refer to Guide 18. For vessel berths?
information about whether a marina is prescribed
fal work reer to Guida 24. The foal poverment Bt No
Xe smeacerers connor fer wt prescribed Wal (2 YES - complete Part M af Form 1, or Part P of Form ¢ ifthe tidal work is prescribed tidal work
W you answered “YES" to Q13, the application
triggers referral to Queensland Fire and Rescue
Service as an advice agency.
Tidal works in strategic port land tidal 14, Does the application involve tidal works within a strategic port land tidal area2"?

areas

For more information refer to Guide 18.

Unless you answered “NO” io Q14, the relevant Port
Authority is the assessment manager for the

application and the Environmental Protection
Agency (EPA) and Queenstand Transport (QT) are

 

Concurrence agencies for the application.

$2) NO

(1 YES - camptete Part M of Form 1

 

12 Tidal work is defined in sch 10 of the IPA.

14 Prescribed tidal work is defined in the Coastal Protection and Management Regulation 2003 and includes certain lidal works completely or partly within a local govemment tidal area.

18 Coastal management district is defined in sch 10 of the IPA and means a coastal management distict under the Coastal Protection and Management Act 1995, other than an area declared as a
coaslal management district under section 47(2) of thal Act.

16 Canal means canal as defined under the Coastal Protection and Management Act 1995

17 GFA ts defined in sch 14 of the (PA to mean the gross floor area. For a definition of how to calculated GFA, go lo the planning scheme against which the application is being assessed.

18 Under $117 of the Coastal Protection and Management Act 1995. an application for raconfiguration, where the reconfiguralion is associated with he construction of an artificial waterway, must be
accompanied by the application for the operational works to construct the arlificial waterway.

19 High water mark is defined in the Coastal Protection and Management Act 1995 and maans the ordinary high water mark at spring tide.

20 Marna is defined in the Transport Operations (Maritime Potution) Regulation 1995,

Page 4

Page 11

INTEGRATED PLANNING ACT 1997

IDAS Assessment Checklist, Version 15.0, 18 November 2005

 

Heritage 15. Does the application involve development in a heritage registered place as defined under the
For turther information refer to Guide 19. Queensiand Heritage Act 1992?

if you answered “YES” to Q15, the application | wv NO

‘triggers referral to the Queensiand Heritage Council

las concurrence agency for the application. [C1 YES - complete Part C of Form 1

Declared catchment areas 46. The application is in an area declared to be a catchment area under the Water Act 2000 and

For more information, inciuding a list of the deciared
catchment areas within Queenstand, refer to Guide
13.

Uniess you answered “none of the above" to 16,
the application requires assessmorit by the
Department of Natural Resources snd Mines:
(NREM).

fan apancy other than NR&M Is the assesement
manager for the application, NR&M is a concurrence
agency for the eppication in relation to this matter.

involves: (lick the applicable box/es)
(1 (i) reconfiguring a tot, if any lot resulting from the reconfiguration is less than 16 hectares;

L(ii) development assessable against the planning scheme involving the establishment or
expansion of a waste water disposal system, other than a disposal system for carrying
out an environmentally relevant activity under the Environmental Protection Act 1994;

none of the above

56 Gi)

 

 

 

 

Contaminated land 17. The application involves: (tick the applicable boxes)
cations involv teria! change of use and / 7 ‘, i i -

Applica rfiguing ehamay tigger pas dal Ow reconfiguring atot for which all of part of the premises are
For more information refer to Guide $, (a) premises mentioned in the IPA, schedule 8, part 1, table 2 -
Unless you answered “none of the above" to 017, « item 5, including the exemption otherwise provided for by paragraph (d};
the appicalion requires sasessmen by the « item 6, including the exemption otherwise provided for by paragraph (e); or
agancy other than EPA fs the oe manager « item 7, including the exemption otherwise provided for a mining activity or petroleum
for the application, EPA will be 8 concurrenca activity; or
lagency:for the application in ralalion to this matter. (b) in an area for which an area management advice has been given for unexploded

ordnance - complete Part N of Form 1

0 (ii) a material change of use -
{a) made assessable under the IPA, schedule 8, part 1, table 2, items 5 to 7; or
(b) assessable against the planning scheme and if all or part of the premises is in an area
for which an area management advice has been given for unexploded ordnance -
complete Part N of Form 1
(ALi) none of the above

Electricity infrastructure 18. The application involves: (tick the applicable box/es)
For mare information rater to schedule 2of the JP (i) reconfiguring a lot where any part of the lot is —
Unless you anewered “none of the above’ to C18, . Subject to an easement in favour of a distribution entity or transmission entity under the
the application triggers referral to the agency 1 Electricity Act 1994 and the easement is for a transmission grid or supply network under
wlohe ensement i arnied favour of as advice that Act; or

 

« situated within 100m of a substation site;

a material change of use, assessable against a planning scheme and not associated

with reconfiguring a lot if -

* any part of the premises is subject to an easement in favour of a distribution entity or
transmission entity under the Electricity Act 1994 and the easement is for a transmission
grid or supply network under that Act; and

» any structure or work that is the natural and ordinary consequence of the use is, or will be,
located wholly or partly in the easement;

a material change of use, assessable against a planning scheme and not associated

with reconfiguring a jot if any part of the premises is situated within 100m of a substation

site;

C1 (iv) operational work that is filling or excavation assessable against the planning scheme,

not associated with reconfiguring a lot, if —

any part of the premises is subject to an easement in favour of a distribution entity or
transmission entity under the Electricity Act 1994 and the work is located wholly or partly in
the easement;

« the work is located wholly or partly within 10m of a substation site;

vn (¥) none of the above.

O iii

D iii)

 

 

21 Strategic port land tidal areas are the areas generally 50 matres seaward of high water mark adjacent lo strategic porl land.

Page 5

Page 12

INTEGRATED PLANNING ACT 1997

Land designated for community
Infrastructure

Applications involving development on land
designated for community infrastructure may trigger
this referral.

For more Information refer to schedule 2 of the IP.
Regulation.

If you answered “YES” to 19, the application
requires assessment by the chief executive of the

nt admini authorising the
development for the designated purpose.
if an agency other than the designator is the
‘assessment manager for the application, the
designating agency will be a concurrence agency for
the application in relation to this matier.

IDAS Assessment Checklist, Version 15.0, 18 November 2005

19. Does the application involve development assessable against the planning scheme and on land

designated for community infrastructure?
(i) intended to be supplied by a public sector entity; and
(ii) on land not owned by or on behalf of the State; and
{iii) other than development —

(a} for the designated purpose; or

(b) carried out by, or on behalf of, the designator.

Jano

yes

 

SEQ Regional Plan

For more information refer to schedule 2 of the JP
Reguiation.

Unless you answered “none of the above” to 020,
the application requires assessment by the Office of
Urban Management (OUM).

20. The application involves a material change of use of premises in the SEQ Region for: (tick the
applicable box/es)

C1] (i) urban activities, other than where the premises are zoned for urban activities under a
planning scheme in a rural village” or the Mt Lindesay/North Beaudesert Study Area, for
which all or part of the premises, the subject of the development, is in the -

{a) Regional Landscape and Rural Production Area;

{b) Rural Living Area;
(c) Investigation Area; or
(d) Mt Lindesay/North Beaudesert Investigation Area.

CO (i) rural residential purposes® where the premises are not zoned for rural residential
purposes and the premises are in the ~

(a} Regional Landscape and Rural Production Area;

{b) Investigation Area; or

(c) Mt Lindesay/North Beaudesert Investigation Area;
DX iil) none of the above

 

Fisheries matters.
For more information tefer to schadule 2of the IP

‘Unless you answered “nane of the above” to 021,
te application requires assessment by the
Try fnchustr pa

{OPI&F).

fan agency other than DPI&F is the assessment
‘manager for the appiication, DPI&F is a concurrence:
agency for the application in relation to items {|} -
fiv) and an advice agency in relation to item (v).

 

. The application involves: (tick the apniicable box/es)

CJ {i) anassessable material change of use for aquaculture - complete Part O; of Form 1;

C1 (ii) assessable operational work that is the construction or raising of a waterway barrier -
complete Part Os of Form 1;

D fil) assessable operational work completely or partly within a dectared fish habitat area-
complete Part O2 of Form 1;

CD (iv) assessable operational work that is the removal, destruction or damage of a marine
plant - complete Part O2 of Form 1;

CW) development assessable under the IPA, schedule 8, part 1, on land that adjoins a
declared fish habitat area;

vi) none of the above.

 

22 Local Governments within the SEQ Ragion are identified in the South East Queensiand Regional Pian as Beaudesert Shire, Boonah Shire, Brisbane City, Caboolture Shire, Caloundra City, Esk Shire,
Gatton Shire, Gold Coast City, Ipswich City, Kilcoy Shire, Laidley Shire, Logan City, Maroochy Shire, Noosa Shire, Pine Rivers Shire, Reddiiffe City, Redland Shire and Toowoomba City.

23 Urban activity means urban activity as defined in schedule 2, Part H Regulatory Provisions, South East Queensland Regional Plan. The lerm inciudes some facilities and purposes an¢ excludes some
purposes. A single residential dwelling on a jot is not included in urban activity.

24 Rurat village means rural village as defined in schedule 2, Part H Regulatory Provisions, South Easl Queensland Regional Pian.

25 Rural residential purpose means rural residential purpose as defined in schedule 2, Parl H Regulatory Provisions, South East Queensland Regional Plan.

Page 6

Page 13

INTEGRATED PLANNING ACT 1987

Integration of land use and public
transport

For mora Information refer lo Guide 23, schedule 8A,
of the IPA, & schedule 2 of the IP Reguiation.
‘Unless you answered “none of the above”, the
pplication triggers referral to QT as 2 concurrance
apancy.

Railway safety and efficiency

For more information refer to Guide 23, schedule 8A
of the IPA & schedule 2 of the {P Regulation.

Unless you answered “none of the above”, the
application tiggers referral to QT as e concurrence
agency.

Referral coordination
An information request requires referral coordination
if the application Involves ~
(i) J ormore concurrence agencies; or
(ii) a facility or area assessable under a
planning scheme and prescribed in
schedule? or 6 of the IP Regulation; or
(ill) development which is subject to an
application for pretiminary approval
mentioned in s3.1.6 of the IPA.

For more information go to Guide? and Guide 6.

IDAS Assessment Checklist, Version 15.0, 18 November 2005
22, The application involves: (tick the applicable box/es)-—
LC (i) a material change of use assessable against the planning scheme for a purpose

mentioned in schedule 13C of the IP Regulation and exceeding the thresholds set by that
schedule.

O (ii) reconfiguring a lot—

{1 {a} on land that is completely or partly within a public transport corridor, and the
total number of lots increases;

{1 (b} on land that is completely or partly within a future public transport corridor or
an airport's public safety area;

Lic} on land that is within 400m of a public passenger transport facility or a future
public passenger transport facility, and the total site area is 5000m? or greater:

C1 {d) for a residential purpose within the 25 ANEF contour for an airport;

Life) for a residential purpose resulting in 100 or more allotments.

(I (ii} operational work assessable against the planning scheme, but not associated with a
material change of use mentioned in (i) above or reconfiguring a lot mentioned in (ii)
above, on land that—

C1 {a} is completely or partly within a public transport corridor or a future public
transport corridor;
{J (b) _ will result in work that encroaches into an airport's operational airspace.
(iv) none of the above.

23. The application involves: (tick the applicable box/es}—
(1 {i} a material change of use assessable against the planning scheme for a purpose
mentioned in schedule 13D of the IP Regulation and exceeding the thresholds set by that
schedule.

Ci (ii) reconfiguring a ot—

[1 (a) on land that is completely or partly within a future public transport corridor,
future railway land or a railway tunnel easement;

C1 (b) on land that is within 400m of a Citytrain passenger railway station or a future
Citytrain passenger raifway station, and the total site area is 5000m? or
greater,

Li (e) — onland that abuts rail corridor land, commerciat corridor land or future railway
land, and the total number of iots increases;

(1 (@) on land that abuts rail corridor land, commercial corridor land or future railway
land and an easement abutting the corridor or future railway land is created;

C1 (e)  onland that is completely or partly within 100m of, and abutting an approach
to, a railway level crossing, and the total number of lots increases;

Ci(f) for a residential purpose resulting in 100 or more allotments.

1 (ili) operational work assessable against the planning scheme, but not associated with a
material change of use mentioned in (i) above or reconfiguring a lot mentioned in (ii)
above, invotving extracting, excavating or filling greater than 50m?, on land that—

C1 {a} _ is completely or partly within rail corridor land or commercial corridor land, and
the work is not for rail transport infrastructure or other rail infrastructure;

(1 (b) _ is completely or partly within future railway land, or a railway tunnel easement;

(1 (c) abuts rail corridor land, commercial corridor land or future railway land, and

the work is within 25m of the railway boundary.
(iv) none of the above.
24. Does the application trigger referral coordination?
NO
(1 YES, as the application: (tick the applicable boxes)

 

C1 (i) triggers 3 or more concurrence agencies;

C1 (i) involves a material change of use made assessable under a planning
scheme and prescribed in schedule 7 of the IP Regulation;

(J (ii) involves a material change of use (other than a dwelling house, outbuilding
or farm building) made assessable under a planning scheme, or
reconfiguring a lot, in an area prescribed in schedule 8 of the IP Regulation;

Civ) is fora preliminary approval mentioned in s3.1.6 of the IPA

 

Page 7

Page 14

INTEGRATED PLANNING ACT 1997 IDAS Assessment Checklist, Version 15.0, 18 November 2005
Referral agency responses priorto | 25. Did a referral agency give a referral agency response under s3.3.2 of the IPA before the

lodgement application was made to the assessment manager?
Under 83.3.2 of IPA a referral agency may give & Pau 0

referral agency response on a matter within its

jurisdiction about a proposal before an application .

forthe proposals mace io he assessment (1 YES - attach a copy of the referral agency/s response/s
manager.

This is commonly the case where an application

requires referral to a building referral agency (eg.

Old Fire and Rescue Servica).

PLEASE NOTE: ‘The assessment manager may refuse to accept an application, which, at the time of lodgement, fails to provide the
completed IDAS Assessment Checklist (if applicable).

OFFICE USE ONLY (appiicabie to assessment manager)
[DATE RECEIVED | [REFERENCE NUMBERS]

 

Page 8

Page 15

15/12/2005 10:47 61-7-54441158 RIENMAG PTY LTD SCST PAGE @2

SUNSHINE COAST OFFICE:
q Fi ENMAC PTY LTD SUITE 5, FIRST FLOOR.
h LN. CNA, ELANORA DA. & BRISSANE AD..

MOOLOOLABA, OLD. 4537
TELEPHONE: (074) 782 500

W. RIENECKER BE :
PCRIENEGRER BE ME. fost GNI. AND STRUCTURAL robe
MOOLOOLABA, OLD. 4557
11 September 1998
Middap & Ditchfield Architects Pty Ltd
Cnr Mary & Thomas Strect

NOOSAVILLE QLD 4566

 

At your request, a limited foundation investigation wes carried out on the above site. The purpose of
the investigation was to determine the suitability of the site for the proposed development and to
give recommendations for a foundation system.

The fieldwork was carried out on the 6 August, 1998, Assessment was based on a visual inspection
of the site and adjoining land and the materials encountered in three holes drilled with a 75mm
diameter mechanical auger. Dynamic Cone Penetrometer testing was also carried out beside each
test hole to determine the relative density of the materials.

Disturbed samples were taken at various levels, classified in the field and retumed to the laboratory.
The locations of the Test Holes are shown on the attached site plan. The materials encountered are
presented in the form of Borelogs attached to this report.

The soil profile generally consisted of fill material to a depth of 900mm overlying a topsoil sandy
clay layer approximately 300mm thick. These materials were overlying sands, sandy clays and
clayey sands of variable strength. A weakly cemented layer 300mm thick was encountered at a
depth of approximately 2.7m. The sands beneath this layer were loose and saturated with significant
clay/silt percentages, Each test hole was terminated at approximately 5.8m with test hole 2 and 3
terminating in a firm sandy clay.

This area is known to be underlain by alluvial/marine sediments which may undergo significant
consolidation under load. When the existing buildings have been demolished from the site, we
tecommend additional soils investigation be undertaken to determine the consolidation
charactieristics of the soils and to confirm the soil profile across the site. Based on the preliminary
investigation we consider a suitable foundation system would consist of a raft system or piles. The
founding depth for the piles would be greater than the 5.8m depth of this investigation as the weakly
cemented jayer at 0.3m thick would be too thin to confidently support the ptle load.

2

 

GOLD COAST OFFICE: SANTA CRUZ HOUSE, 2/86-80 SANTA CRUZ BLVD., ISLAND QUAYS, QLD. 4226
TELRPHONE: (075) 785 722 FAX: (075) 720 425

Page 16

15/12/2005 10:47 61-7-54441158 RIENMAC PTY LTD SCST PAGE @3

RIENMAC envio CONSULTING ENGINEERS
CIVIL AND STRUCTURAL

-2-

We recommend a soil raft be created to support the structure which would undergo uniform
consolidation under the load. We understand the proposed development is two storeys with a
suspended concrete slab and a slab on ground. We recommend the building area be excavated to
1200mm below present surface level which removes all the fill material and the remnant top soil
layer. At this depth generally a medium dense saturated sand layer should be found. A sheet of
Tensar Geogrid Geofabric should then be placed covering the entire building are. A layer of CBR15
material should then be placed on top of the geofabric to a depth of approximately 300mm
compacted in layers. Any clean sand recovered from the excavation may then be placed in
compacted layers on top of this material to the required level. Shallow footings may then be placed
in this material designed for a safe bearing capacity of 100kPa. All the strip footings should be tied
together to prevent differential settlement. Our preliminary foundation plan for the proposed
development is shown on our drawing 98425-SI, which also outlines our required earthworks
procedure.

We consider this site has a class classification in accordance with AS2870 "Residential Slabs and
Footings".

If you require any further information or clarification regarding this report please do not hesitate to
contact us.

Yours faithfully,

? ConA

PETER RIENECKER

Page 17

15/12/2085 18:47 61-7-54441158 RIENMAC PTY LTD SCST PAGE a4

AUG 11798 48:52 FROM Gy vu 422234 B74 a2Peay

 

 

P.1
$275.00
GEOANVESTIGATIONS PTY LTD PO Box a9
WOOMBYE, 4559
Ph: O18 713200 Far: OF §442 2734

JobNo: RIO268 ——CustomerRef 98425 DateRec: 30-Jul-08
RIENMAC CONSULTING : 98
ENGINEERS Visit Date enue 98
PO BOX 149
MOOLOOLABA 4557 investigator: oa

BoreMethod: Di
#130 Hilton Terrace . ae
“Regency Court Motel" Wind Loading: --
NOOSAVILLE
SITE CONDITIONS:

Vegetation: Grasses, large paim and shrubs,
Crossfall: 0.2m over allotment

Drainage: Front/rear. Poor,

Adjacent Constructian: Existing two storey mote! units.
Water Table: 1.2/1.5.

Remarks: This report should form the basis for a Preliminary site review which should be
augmented at a ater date. The site is located on the southem flank of Noosa River
and adjacant a remnant tidal inlet (Noosa Waters Estate) Load bearing structures
will be subject to significant settlements due to consolidation of underlying
ailuvial/marine sediments and clays The expected settiements and duration over
which they will occur should be consistent over the site due to the uniformity of sub-
soil types. Founding options for this site could include;- a stiffened raft designed to
tolerate substantial settiements or piled foundation system, To conclude the
appropriate foundation system, we would recommiend two static cone test bores to
depths of 9 metres with an additional borehole to the south-eastern alletment sectors
combined with a series of four additional dynamic cone penetrometer tests to 3.0
metres. Boreholes (3) revealed filling to depths ranging 0.6/0.9 metres.
Penetrometer values insitu fill material indicate poorfair consistencies, Remnant
(G1.) clay top-soil up to 0.3 metres thick with medium dense sands underlying, An
Clay/silt percentages increase, the bearing capacity and penetmmeter values
generally reduce to range from poorfairfmoderate consistencies, A
weaklyimoderately cemented layer approximately 0.3 metres thick wes encountered
at depths of 2.7 to 3.0 matres Sande below the minor Cemented layer were
generally fine grained and with significant clay/silt percentages. Claysy sands and
altuviel sandy clays were at further depth and extending to 5.8 metres. Sands above
the cemented layer had shell pieces insitu.

SITE SKETCH: “SEE ATTACKED"

 

 

Page 18

15/12/2005 16:47

61-7-54441158

RIENMAG PTY LTD SCST

PAGE 85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RUG 11 '98 14:32 FROM G1 74 422234 «O4 42223a P.2
JObNa: RIO2606 Page 2
#130 Hilton Terrace
“Regency Court Mote!"

NOOSAVILLE
BoreNo: 1
Location: 7M REAR BOUNDARY 8M RH SIDE SOUNDRY
Description ORAM NtS
150 CLAYEY SAND FILL, fine-medium grained, brown/grey brown, SC
Moist, loose.
650 SANO FILL, fine-medium grained, yellow/yellow brown, moist, SP
loose,
950 SANDY CLAY, low plasticity, dark grey/black, fine sand, with silt, CL
moist, soft.
1500 SAND, fine-medium grained, light greyAvhite, wet-saturated, SP Water level 1.2m
loose-medium dense
3000 SAND, fine-medium grained, dark grey, with silt, trace clay, wet, SP
loose-medium dense. lenses of shell pieces.
3300 SAND, line-coarse grained, dark grey brown, trace clay/sit wet, SW
dense, weak cementation.
4500 SAND, fine grained, grey, with silt, some clay, wet, loose, SP
pockets of thei! pieces.
5900 CLAYEY SAND, fine-medium grained, light grey, some sitt, wet, SC END
loose. pockets of (ch) sandy clay.
DCP VALUES
82 j02f03 04 1/12/43) 1.4]715]1@[1.7778779] 20
Teta Tepsrepzta tara a
21 [22/29/2472 1 [32133194138] 36
Ti1t2)2 (2otet
BoreNa: 2
Location: 9M REAR BOUNDARY 16M LH SIDE BOUNDARY
Depth [Description SymiConments
250 SANO FILL, fine-medium grained, light brown, some Clay, trace SP
fine gravel, moist, loose.
700 CLAYEY SAND FILL, fine-coarse grained, light brown/yellow sc
brown, some fine-megium gravel, troixt, medium dense
900 SAND FILL, fine-coarse grained, grey/grey yellow, trace clay/silt, SW
Moist, medium dense.
1150 SANDY CLAY, medium plasticity, black, fine sand, with silt, cL

meist, firm

1500 SAND. fine-medium grained, grey/light grey, some silt, race
clay, wet, medium dense.

2800 SAND, fine-medium grained, dark grey, some clay/sitt, wet,
medium dense. lenses of shell pieces,

3200 SAND, fine-coarse grained, dark grey brown, trace clay/silt, wet,
dense, weak cementation.

4900 SAND, fine grained, dark grey/dark grey yellow brown, some
Clay/silt, wat, loose. pockets of (ch) sifty clay.

S800 SANDY CLAY, low-medium pimaticity, light greyigrey, fine-coarse CL END

sand, with silt, saturated, firm

SP Water table 1 5m.
SP
Sw

SP

 

Page 19

15/12/2085 10:47 61-7-54441158 RIENMAC PTY LTD SCST PAGE @6

PUG 11 °'98 1033 FROM 61 74 d2z234 «Bd SZ2234

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

JobNo; RIOZE/98 Page 3-3

#1YW Hilton Terrace

“Regency Court Motel”

NOOSAVILLE

OCP YALUES |

[9.7] 0.2 gsiosfostoelo 08/09; 1.0/1.1) 1.2/1.3] 1.611.511.6147) 1.8] 19) 20)

“125 Paw, 7S [a ziatsysy ata (aj 314, 41e)

24 sateen Lsstaeta7 24129(30'31 132/33, 9613.9'3.6/ 3.7/3.8) 39/40:

retayaistac2, sia fie | LL |

BoreNa: 3

Location; 9M FRONT BOUNDARY  11.5M LH SIDE BOUNDARY

[Depth [Descrigaon SyniComments |
200 SAND FILL, light grev/maraon, slightly moist, dense. Gw

500 SANO FILL, fine-coarse grained, light grey, some fine gravel, sw
moist, medium dense.

750 SAND FILL, fine-comrse grained, grey, some silt/gravel, moist, SW
hoase-medium dense. Gravals - fine.

980 SANDY CLAY, low-medium plasticity, dark grewblack, fine sand, CL
with sit, saturated, fltrn.

1400 SAND, tine-rnedium grained, whitevlight grey, wet-saturated, SP Water level 1.25m.
madium dense

2700 SAND, fine-medium grained, grey, sore silt, wet, medium $P
dense. jenses of shell places

3000 SAND, greyigrey brawn, trace clay/silt, wet, dense. moderate SW
cementation.

4500 SAND, fine grained, grey, some clay/sitt, wet, loose. pockets of SP

(cl} sandy clay.

5000 CLAYEY SAND, fine-coarse grained, hight grey, trace fine gravel, SC
5800 SANDY CLAY, medium-high plastictty, Want grey, fine-cosrse CH END
sand, some fine gravel, saturated, firm. _

UES |
014/9.2/03/04/0.5 0.6 | 0.7 6.8.0.0] 1.0) 1.1) 1.211.9| 1.4/1.5] 1.6] 1.7] 1.8719 2.0
availa isi2i111[/1/4[717/ Si 3] 4i si ai2zi2i3
341 22'23/ 24) 25! 26] 27/28) 29/3.0)3.1 (32/33 3419.5}3.813.7/3.81380146

(s{3 131313110] 18

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 20

PAGE 87

RIENMAG PTY LTD SCST

61-7-54441158

15/12/2885 18:47

SITE SKETCH

Site Location:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ef |
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LEGEND

@ Gore /dackhee hole

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Hope direction.

 

GEO-4NVESTIGATIONS PTY LTD

 

 

 

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Plate:—. Report - 76425 —

Page 21

 

 

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
PROCEDURES 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 ARCHITECT'S
AND SURVEY DRAWINGS GENERALLY.

SITEWORKS

* INSTALL SILT CONTROL FENCING IN ACCORDANCE WITH N.S.C.
REQUIREMENTS.

e 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 TO LA.

LEVELS

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

¢ GRADE EVENLY BETWEEN PRESCRIBED LE VELS AND FINISHED
SURFACE LEVELS.

¢ EXTERNAL LANDSCAPE LEVELS/ TREATMENT TO BUILDING
SURROUNDS TO COMPLY WITH BUILDING CODE OF AUSTRALIA
FOR TERMITE PROTECTION TO BUILDINGS.

CO-ORDINATE ESTABLISHMENT OF LEVELS WITH SUPERINTENDANT

DRAINAGE

* ALL FIELD INLETS AND SUB-SURFACE DRAINS TO BE CONNECTED
TO EXISTING DRAINAGE SYSTEM. REFER HYDRAULIC ENGINEERS
DRAWINGS FOR DRAINS AND 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 200x200X450mm (OR AS SHOWN ON
DRAWINGS) PLASTIC SUMPS WITH L.D. GALV. STEEL SURFACE
GRATE. FINISH Min 25mm BELOW ADJACENT FINISHED 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 300mm OVER PREPARED 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 SOIL 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 FERTILI ZER (N.P.K. 20-4.3-4.1) TABLET AT
Snsee OF 1/140mm, 2/200mm, 3/300, 4/45 litre AND ABOVE POT

* 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 & COILED 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.

FILt 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 DRAWINGS.
REFER TO DETAIL.

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 PEGGED BY CONTRACTOR
AND APPROVED BY N.S.C. INSPECTOR PRIOR TO POURING

@ ALL CONCRETE PATHS TO BE PLAIN BROOM F INISHED CONCRETE
TON.S.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 LANDSCAPE WORKS FOR ESTABLISHMENT
PERIOD OF TWELVE (12) WEEKS FROM DATE OF PRACTICAL
COMPLETION OF LANDSCAPE WORKS.

MAINTENANCE TASK FRE QUENCY

¢ WATER - DURING EP PERIOD WATER EVERY SECOND OR THIRD
DAY TO MAINTAIN SOIL MOISTURE;ONCE WEEKLY DURING MP TO
MAINTAIN SOIL 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 CUT, TOP DRESS THE LAWN
WITH 10MM LAYER OF PIT SAND OR APPROVED SCREENED
TOPSOIL. SCREED TOP DRESSING 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.

e FERTILISE - AS REQUIRED WHERE PLANTS ARE NOT RESPONDING
TO SLOW RELEASE FERTILISER APPLIED AT PLANTING. ENSURE
THAT CORRECT FERTILISER IS USED FOR DIFFERENT PLANT
TYPES.

© WEEDING - AS REQUIRED TO PREVENT WEED 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

PRELIMINARIES

© SUPPLY AND INSTALL A NEW:

e AUTOMATIC (CONTROLLER) IRRIGATION SYSTEM TO PLANTING
AREAS PLANTERS AND TURFED AREAS.

e LIASE 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.

e¢ 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.

e FOR PRACTICAL COMPLE TION ENSURE WHOLE SY STEM !S
OPERATIONAL.

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

SYSTEM REQUIREMENTS

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

* INSTALL REDUCED 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.

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

« CONTROLLER TO BE HUNTER OR EQUAL APPROVE D
(COMMERCIALICC)

@ CONTROLLER WRING TO BE IN ACCORDANCE WITH AS3000 FOR
LOW VOLTAGE WIRING, COMPLETE RUN LENGTHS WHERE
POSSIBLE WITH ALL CONNECTIONS VALVE BOXED.

e 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 A 240 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 BOTANICAL NAME POT SIZE TOTAL MIN MIN STAKED
QNTY. HEIGHT WIDTH
TREES
|MEL qui MELALEUCA quinquenervia | 75 Litre 2 1.80M 0.80M. ‘
SY2Z tie SYZYGIUM tierneyanum ‘L_100 Litre 9 2.20M 1.40M °
PALMS AND FEATURES
COR rub CORDYUNE fruticosa rubra 200mm 61 0.40M 0.30M .
CYA coo CYATHEA cooperii 45 Litre 3 1.20M 1.00M. *
LIC ran LICUALA ramsayi 25 Litre 2 1.00M 1.00M *
WOO bif (S} WODYETIA bifurcata As supplied} —1t 4.80M nla *
WOD bif (M) IWODYETIA bifurcata As supptied| 15 | 2.40M n/a .
WOD bif (F WODYETIA bifurcata As Supplied) 10 | 3.20M nla .
SHRUBS
ASP aus ASPLENIUM australasicum 200mm 26 0.30M 0.60M
BAE lap BAECKEA ‘La Petite’ 200mm 47 9.20M 0.20M
BAN aem BANKSIA aemuta 200mm 4 0.40M. 0.40M
BAN rob BANKSIA robur 200mm 20 | 0.40M 0.40M.
BAN spi BANKSIA spinulosa 200mm 1 0.40M. 0.40M
COD var CODIAEUM variegatum 200mm 10__| 0.50M 0.50M.
CRI ped CRINUM pedunculatum 200mm 3 0.60M 0.40M
MEL cla MELALEUCA 'Claret Tops’ 200mm 44 0.40M 0.40M
MEL aff MELASTOMA affine 200mm 16 0.60M 0.40M
PHI sel PHILODENDRON selloum 300mm 3 0.80M. 0.80M
PHI xan PHILODENORON ‘Xanadu’ 200mm 471__| 0.30M 0.30M
SPA sen SPATHIPHYLLUM sensation 200mm 6 0.30M 0.30M
SYZ boo SYZYGIUM ‘Aussie Boomer’ 200mm 59 | 0.40M 0.30M
SYZ aus SYZYGIUM australe 300mm § 0.70M 0.S0M
SYZ bus SYZYGIUM australe ‘Bush Christmas’ 200mm 42 0,40M 0.30M.
SYZ eli SYZYGIUM australe ‘elite’ 300mm 33 0.70M 0.50M
SYZ cas SYZYGIUM cascade 200mm 41 0.40M 0.40M
XAN chr XANTHOSTEMON chryanthus ‘Fairhill Gold’ 300mm 4 0.7 0.60M
GROUNDCOVERS/TUFTY/CLIMBERS
ANI big ANIGOZANTHOS ‘big ted’ 440mm 75__ | 0.30M | 0.15M
DIA bre DIANELLA breviendunculata 140mm 123 | 0.30M 0.15M
OIA rev DIANELLA ‘tittle rev’ 140mm 201 | 0.30M 0.15M
HIB sca HIBBERTIA scandens 140mm 16 0.30M 0.15M
HYM spe HYMENOCALLIS speciosa 140mm 189 | 0.30M 0.15M
LIR eve LIRIOPE muscari ‘Evergreen Giant’ 140mm 203 | :0.30M 0.15M
LOM hys LOMANDRA hystrix 440mm 20 | 0.30M 015M
OPH nan OPHIOPOGON japonicus ‘nana’ 425mm 20 0.15M 0.15M
VIO hed VIOLA hederacea 140mm 154 | 0.15M 0.15M
TREES TO BE TRANSPLANTED ON SITE
[PAN ped _[PANDANAS pedunculatus [ exgd [ 1 | ofa {| wa |
COBBLESTONE PAVER TO BE
SELECTED
FLEXIBLE JOINING MATERIAL
AS SUPPLIED
CONCRETE BED
COMPACTED SUBGRADE
Longitudinal Section
FLEXIBLE JOINING MATERIAL PECIFIED. FINISH
papel 2ervn BELOW TOP OF EDGE
COBBLESTONE PAVER TO BE TO ALLOW FOR TURF
SELECTED
ORGANIC MULCH AS SPECIFIED: XWAVAWAIYAX=—TURF AS SPECIFIED.
sneiniaeebeainnaiaiat <1 th WV i MN ‘OPSOIL AS SPECIFIED.
Ld fs
\
PUPS
GARDEN SOIL AS SPECIFIED COMPACTED SUBGRADE

 

FORM TO SUIT FINISHES
LEVEL AND CONTOURS.

 

 

COBBLESTONE EDGING TO BE SUPPLIED BY STONE
‘SUPPLIER IN FLEXIBLE, READY TO LAY LENGTHS.
RECOMMENDED SUPPLIER: NEOROX

FINISH TO COMPLEMENT ARCHITECTURAL FINISHES

SET OUT E0GE WITH SMOOTH CONTINUOUS LINES,
‘80TH IN THE HORIZONTAL AND VERTICAL PLANES.

UNLESS OTHERWISE SHOWN AND/OR SPECIFIED
ABUT EDGE FLUSH WITH FINSHED SURFACES
WITH A ROLLED/GRADUAL CHANGE OF ANGLES.

(00 NOT ABUT AN ACUTE ANGLE.

 

 

  

TAKES AS SPECIFIED

PLANT TIES
(JUTE OR SIMILAR,
APPROVED PRODUCT,

 

 

DOUBLE FIGURE 8)

FORM SHALLOW SAUCER
SHAPED DEPRESSION
AROUND BASE OF PLANT

2X jPot dia.

 

 

 

 

 

ORGANIC MULCH

AS SPECIFIED

KEEP min Somm

CLEAR OF PLANT STEM

 

 

 

GARDEN SOIL AS SPECIFIED

 

 

 

 

 

 

 

 

LOCATION OF NOMINATED
CONTROLLED RELEASE
FERTILISER

 

 

ENSURE CROWN OF ROOTBALL LEVEL IS SET HIGHER
THAN ADJACENT FINISHED GROUND LEVELS TO
PREVENT EXCESSIVE PONDING AROUND ROOTBALL

 

 

(01 \ SMALL TREE PLANTING
Typical Section

LOO1

1200

600

 

N.T.S.

TREES

 
  
 

SINGLE STRAND OF 4 mm WIRE FASTENED
100mm BELOW TOP OF POST WITH _
FLUORESCENT FLAGGING TIED AT 300 CENTRES 3000 max. PICKET SPACING

 

| sat — CAPPEO STAR PICKETS PAINTED YELLOW FENGE TO E0GE OF DAIPLNE

GROUND UNE

NOTE
1. NO INGRESS OR WORKS ALLOWED WITHIN DRIPLINE PROTECTION ZONE.

2. NO WORKS (INCLUDING CUTTING OR FILLING) ARE ALLOWED WITHIN 2 METRES OF
THE DRIPLINE PROTECTION ZONE.

3. TREE PROTECTION MEASURES ARE TO BE IMPLEMENTED BEFORE THE
COMMENCEMENT OF ANY SITE WORKS. THEIR CONDITION AND EFFECTIVENESS ARE
TO BE MONITORED AND MAINTAINED BY THE CONTRACTOR WORKS SUPERVISOR.

4, WHERE CONCRETE MIXING, FUEL. STORAGE OR ACTIVITIES THAT MAY ADVERSELY
AFFECT THE HEALTH OF VEGETATION TO 8€ RETAINED, FIX TO STAR PICKETS 900
HIGH CORREGATED GALVANISED STEEL SHEETING BURIED 150 mm INTO GROUND

 

(03 _ COBBLESTONE GARDEN EDGE 4:10 (02 \ TREE PROTECTION NIS.
LDO1 LDO1 Typical Detail

Typical Detail

 

 

 
 
 

ALLOW TO FEATILISE,
WEED AND TOPSOIL

REPAIR ANY DAMAGE.

 

PRAM RAMP TON.S.C.
SPECIFICATION

 

 

 

 

NEW 2000mm WIDE

 
 

 

 

EXISTING TURFED AREAS.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

mnt XIS TING FOOTPATH

as

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Project

 
     

 
  
   
   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 
 
 
  
   

 

ENSURE SMOOTH
CONNECTION TO
EXISTING FOOTPATH

  

 

 

 
 
 
  

 

| NEW 2000rm WIDE
CONCRETE FOOTPATH

 

 

 

 

CONCRETE FOOTPATH
(04 \__NEW FOOTPATH LOCATION PLAN nts
L001 Typical Plan

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

i j : FILE No. S0511458
Client Project Tme ELE No. SOB anembo consultants
i i iki _—— landscape architecture recreation planning
NC Oliver Properties Pty Ltd agnor Ki , race C | 07.1205 [OPERATIONAL worKs| CD | TH SHEET 2 OF 2 cavionmental mansgenen hora faa ey
: B | 03.12.05 [OPERATIONAL worKs| CD | TH LANDSCAPE SCALE @ AI anembo consultants pty Itd. BN.
Noosav1 1 le A | 29.11.05 FOR REVIEW cD | TH Tae tocunent is the copyight of cmembo consdtonts & GENERAL NOTES AS SHOWN o. 07 3437 0000 POBox 24 Moftat Fax: ons? cosa
ISSUE DATE DESCRIPTION PRWNIcKD|ssuE} DATE | DESCRIPTION p>RWNICKD: BAe Oe a ee Te ee to & DETAILS DATE: NOVEMBER 2005 e-mail: [email protected]

 

 

 

 

 

 

 

 

 

 

Page 22

FILE No. S0511458
DWG. No. PPO1
SHEET 1 OF 2
SCALE @A1

anembo consultants

landscape architecture Tecreation planning
environmental management flor and fauna survey
anembo consultants pty Itd. ABN. 75 089473156
1-100 Sunshine Coast! POBox 24 Moffat Beach QLD 4551

: Ph: 07 5437 G000 Fax: 07 5437 0088
LANDSCAPE PLAN [DATE NOVEMBER 2005 e-mail: bo.com

Project: Proposed Unit Development

Hilton Terrace
Noosaville B | 03.12.05 [OPERATIONAL WORKS

Client: NC Oliver Properties Pty Ltd A | 201105 | FOR REVIEW
DATE DESCRIPTION

Cc 07.12.05 |OPERATIONAL WORKS

_ 30PHbxan— ree
30 Lifreve an QING -

Ls “toa. “i cle

a age uo EXISTING PUBLIC FOOTPATH

WODbi(T.MS) Os,

TIMBER FENCE. wt

4200h . .

LEGEND

 

OT a "LAMP POST." Ce ee re oe
‘ eo nee rats oe woe Be te os Ce pe ee ER a TREES ] TREES TO BE PROTECTED
oe 5 bit (LMS) ne Ce SO SO a . AND RETAINED
—3 WOD bif (T,M,S - : ‘ , . . . ~ , . ° mt no . . . . Y : . . . ee : : : . ro ler General Notes
6 SYZ boa ee pe Reter to Detail

 

 

th A” pasting §
10 _ (Easement.)

 

 

 

 

SHRUBS/GROUNDCOVER GARDEN EDGE

Reter General Notes

&

Se
ea

"BLOCK RETAINING WALL

_ 18008, —

. SSYZcas >
2 17 UR eve

“ BLOCK: RETAINING ¥
. }600h -
+ BLOCK WALL

att

om dial \_/4 PHI xan-

vs - Mango

: BLOCK WALL
Le 18008 ——
G DRIVEWAY.”
hown dished to be.”
iolished.. - me

“~ 1.98

g Ent,

r

$ ™s4y
3 coe
NEW DRIVEWAY & # WE
CROSSOVER oc

to Noosa Council
requirements

(Refer Inset But
‘Crossover Plan') A

— =~
1.08

XH?

. ELECTRICAL
JUNCTION PIT

a UGHT POLE

1.22, . By 23

“BLOCK RETAININTS WALLY
. [O0Oh from Terra

x 48YZ efi
NQSYZ cas

10 DIA rev—

“3: WOD bif (S, M,'T)
7.ANI big

CRI ped

OPH nan
random plantings
amongst gravel
over entire length of path

HYM spe

3 WOD bif (T, M, S)
SYZ bus
26 PHI xan

5 LOM hys
1 SYZ tie (100L)
& HYM spe

RL 2:

3 PHI xan
1 COR rub

Falf
HYM spe
MEL cla

1A
19 DIA rev AL 20

3 ANI big

4 ola 1:20

1SYZ

11DMbre 4 |
“~ 5ef.20

¢ :

11 HYM spe
4COR
1 ASP aus

1 LIC ran

20 ViO hed

2 WOD bif (T,

2 ASP aus

2 ASP aus

+

5 SYZ eli
23 PHI xan

7 ANI big

Fay
SYZ tie (100L)
14 DIA bre
MEL aff
BAN rob

BALUSTRADE’ 9 *
h: Glass:

1 ASP aus
COR rub

14 PHI xan
1 CYA coo

COR rub

10 HYM spe

AN ped (transplanted
DIA rev

MEL aff

22 DIA bre

1 SYZ tie (100L)
BAN rob

5 ANI big

7 DiAbre 4¢

4a

-

y

11 HYM spe
5 SYZ bus

3 COR rub

2 WOOD bif
(S, M)

3 COR rub
9 PHi xan

1 ASP aus

5 HYM spe
1CYA

1 SYZ cas

177
x

.

14 LIR eve

2 COR rub

9 LIR eve

14)" BLOCK WALL

—3, ANI big |
6 4

COR rub
WOD bi (T, M, S)

ASP aus

7 VIO hed
WOD bif (M)
PHI xan

14 LiF eve
8 LIR eve

4. COR rub
RL2.56 5 PHI

1 XAN chr

7'LIR eve

4
2 BAN rob 3 ANI big
1 SYZ tie (100L) 1 SYZ tie (100

1 DIA rev 8 MEL
EL da 7

P 2d drain 3 SYZ cas:
BOOK : c.. I7DIA
5 BAE lap

New Deweway € crossover
to Noosa Council
requirements

‘POOL’ .
‘errace Level

3 SPA sen
1 CYA coo
14 VIO
11 PHI

3 SPA sen
1 WOD bif (M)

3 ASP aus
4 HYM spe

10 HYM

3 PHI xan
3 COR rub

14 LIR eve
8 SYZ bus

‘T3.syze

—)B ANTbig —J [6 DIA.

Tobe Retained . 5 DIA
‘ 21.40
4

 

 

 

 

TREES TO BE REMOVED

 

 

 

3 WOD bif (S, M, T)
3 COR rub

‘3 ASP aus

1 WOD bit (M)
PHI xan

7 VIO hed

3 COR rub

1 ASP aus
HYM spe

‘2 COR rub
VIO hed

5 PHI

7 LIR eve
1 XAN chr

1 BAN rob 7 ANI big
1 SYZ tie(100L)

2 BAN rob
RL 2.0

11 DIA rev

3 ANI big—~ | [|S AND bi

2

aS 1.22 4

¢ 4
ca

5 SYZ cas— 20 DIA

a?

Refer to Detail

 

 

TURF
Refer General Noles

 

 

NEW CONCRETE FOOTPATH
Reter Generat Notes

 

 

 

LIR eve, 3:

HYM spe
WOD bit
{T, M)
7 HYM spe

STING BLOC
2000h to rer

COR rub

14 VIO hed
1 LIC ran

Fall
SB SYZ tie{4e0t) STING BLOW
1 BAN aem BAN 2000h to ren
7 HYM spe

MEL cla

7 LOM hys
BAN rob
1 SYZ tie (1¢

3 ANI big
ELECTRICAL PiLt

TELECOM 60.

O «131
< 1,33
GUL PT 2
4

 

Page 23

 

\\ 4.1
\\ peed wail and the next crossover (dirt road).
\\ scour protection it is recommended reconstructing the
\ drain to existing 5 crossover and replacing the culvert
1 1. .
culvert 102 erase xt oe with 900x900 box culvert.
C.7. 0.88 EXISTING PUBLIC FOOTPATH es
3
‘ame POST CO) 1.24
| | ro *r01 Os
\
\ PLANTER Ex’stirg public reserve
H Top at Terrcce level.
| EXISTING. PLANTIN
1 to remain Field —
\ 101 jnlet P00. Crossover \ /
100.75 8—- At Terrace Leve! with @300 \ f
culv \
\
\

Join to existing
open channel with
scour protection
refer detail

So
Pe

existing 2 epg ge
O. IC4 infiltration
0.9 box culvert “4 chamber #1250
\ refer detail Note:
The flood levels, especially at high tide
conbined with rainfall events require

SL1.14
1.0.00

 
 
  
 
 
 
 
  
 
 
  
 
 
  
   

 

Terroce

0.71 bo 92 RL 2.23
{ fing of POOL
A08 of gy : 447 at Terrace evel .
+ eS Se TOO arcipag Field
_— inlet

    

 
   

 

 

 

 

 

 

 

 

 

 

 
  
 
 

PLANTER
Top at Terrace lever.

 

   

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 
  
    
 
  
 

 

 

 

 

 

 

 

 

upgrading the $300 culvert down at

 

   

  

 

      
 

 

 

 

  

 

 

 

 

  

 

 

 

 

 

 

  
 

 
     
   
    

 

 

 

 

 

 

 

 
 

 

 

 

 
 
    
    
 
 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

 

 

  
   
  

    

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

g | + T Ondscopi
> | Pool \! \ ‘oping vat
/ 2 ! R28 \!
ifs i= | Terrace FI overflow
° = | | RL 2.61 to Park
| E4 | SL1.41
/ / i fine_of step ot 1L0.845
| I by ity hy !
OBR 0.95 Shee aver | |
eck av
AK | RL 1.4 1.87 | Lr
/ : Tervoce | RL 1.5 |
ly | 2B terrace | Terrece
deck ove RL 28 I RL 28
2 jeck over 1 deck over
ly g landscaping | deck ove | !
ir 2 i | \ | andscoping | | ! \ —d
g a iondscap'* j
LR i jandscaping H vs i | lenascon ng \ LOCALITY PLAN
fp | x | ls \ |
nif ot Chee
\ = 1.58 |
uU \
| \ i : | |
i aioe RETAINING W \ | | |
BOOh |
~/ 0.86K X 0.99 | | | i | |
~ | fs RL 2IS iz | | | LexiSciNG 8LOCK WALL
> / I \ | BOCK WALL 25 2000n ta semoin
| i | 7890 —e : RL 1.65
/ BLOCK RETAINING ¥/ | ce | | i |
re00" | Soon | | | | i |
are UNA At i Terrace UNIT 81 UNIT Ci | i | | | UNT >! ; | | |
| Fit L2 R28 { RL 2.2 RL 2.61 197, RL 28 RL 2.16] RL 2.8 | |tevoce | RL 2.8 ly |
SL1,35 j eee prose |
ILO.66 fore | Not Note | | | | i | Ese al
a Fo ote i 6
13 we hoes Connect all DP’s to Connect all DP’s to reac | i I —H sl
/ | RL 244 field inlets along Hilton 148 field inlets along Hilton r 2.671| ise _
Terrace only. Terrace only. : | vpse 1.54 | toraseopi
4 . ise | . f Note | L 2.6 x
“¥ are “i |e Sor | reat of oFs i i |
we 3 field inlets along Hilton 7 | Note tall P's to |
ss 3 Terrace only. — vonnect a >
§/ tanascoped bark % Precise locations of | foeee | field inlets along Hilton
s DP’s refer BA dwgs } e260 | Terrace only. f FI20
"Fox’ BGP ‘LY e ] 3 | s 9 IL1.10
k
/ ‘Ox cr | x 1 3B. 2.45 | n 261 | | | 18)
Refer detcil £ | { ' | | Deck — —
/ lonascaped bank {S| a 147 | Amd) Description Date.
$L1.32 er | 2000 stgerm water = [g, lI | x ru 261 | mn P
A easemen 8 seg ; ol 2 el | ‘
6. 2 | -endsedping 2 2 g : £ 2
\ RL 2.4 ; 8 | 4 | 15) $ | a eye,
2.| 256 3 | 3 3 3 zl a
e456 L258 rj ie “| |? . |
300W | | | RL 236 | | RL 2,56 3
trench grate Eat a AL 256, | | %
11.3: t ‘0,
SL1.32 S TE > lendscaping aS a 556
S 10 ‘52 lenascaping | lencscoping OE
0 * FI FLY4
Exit ff .
. Fou S \T Cc RB ° ng S [T > C 1 Ss IT Cc D Ww A} Issue Notes Date _|
New Drivewcy LY. L ILY.8 New Drivewoy 4 re New Driveway IG For Development Approval
KL 2.0 KO For Building Approval x 23-11-05
1.09 Fon ‘ardseaping Fon 2 For Tender
~~ y fou FQl Fol Ft! h 55 Fol EXISTING BLOCK WALL For Construction
landscaping top oF 5/7 RL 2 wi As Constructed
‘ | 4 ‘ Ru 1.95: top of bank landscaping top ‘of bank: RL 2.0. RL 2.3 7
‘ i “ : = . — a PO Box 1176
115 londscoped |=4 i MS | oes) landscapers | i Buddina QLD we |
ee . vonk kins | ai 2 a> & oo Tape ponk Construction Hydraulic oe conhyd.com
Ai to K&C Se oF Ban & ~ 4 landscapea bonk RL 2.0 a la t32 5 ™ base of Bi | iho es i ‘ sal , www.conhyd.com
: + oseS FI6 a\ j gata 8. 3| Bullding ineers PH: 5444 8645
—— 5.20% = ~~ & landscope
ero en eS 13 Oe 28 Hg SL1.30 C RPZD pf 300W 8228 landscopec > | “ms — ——— FX: 5444 8224
aE (L0.90 . | | trench grate | ne = Aisa ay < 3| CONTACT: Reinhold Koenning —- MIEAust RPEQ No 7023
feng ase of benk lanasceping [t ‘andscaping $L1.32 ° 8° OF bone o1 we AP ELECTRICAL PILLAR
\ x101 | i : aS > 3 CLIENT :
x hase of bon« WM c " TELECOM BOX :
75x150 | | "Egy" | [es 38C eno. r
1.30 . ox” BGPCT L
\ galvanised Bin wash out i Refer detail | | EX:STING BUS SHBUTER IN O xia NC OLIVER PROPERTIES PTY LTD
‘ to K&C 2 join to sewer | efer cetal | | Tre remain POWER POE 133
‘ STING PuBl c FOOTPATI 128 1.40 1.26 | 1.22 Neale . Exist ARCHITECT :
if XSTING PUBLI 4 _
Ls vo spect vo we Peat | lias yoo 2) SWMH | __MIDDAP_DITCHFIELD PTY _LTD )
1,25 1.25 eB 2 1.29 / pr .
+00 119 at los 1.23 1.26 , 125 = 555 1.20 1.19 268 PROJECT: PROPOSED UNIT DEVELOPMENT
IC5 Infiltration #1 HILTON TERRACE
- : rey oT NI cS 2000 stgrm water
Driveway with HILTON TERRACE easement chamber Existing NOOSAVILLE
porous pavers SL1.32 {SW pit DRAWING TITLE:
iL-0.25 [iL=0.05 _|
SITE STORM WATER
OPERATIONAL WORKS
Design| RK _ [Checked] [pate [22-11-05 | Dwa. No.
\ scat: 1:150 on ar uno.| 2 of 2 1451-0-2 J

 

 

 

 

(RPD:-Lots 1, 2, 3 & 9 MCH3881

 

Page 24

 

 

 

GENERAL NOTES

These Drawings are diagrammatic only and shall be read in conjunction with all relevant
Architectural and other consultants drawings ond specifications and other written
instructions that may be issued during the course of the contract.

Any discrepancies shali be referred to the supervising officer for decision before
proceeding with the work.

Contractor shall verify ail fixture locations, invert levels, surface levels, and

cover to pipes are correct and obtainable prior to commencement of the work.

The exact locotion of existing, ond proposed services, shall be verified with

the relevant Authority, or other trades os applicable.

STORMWATER DRAINAGE
Underground pipework shall be 100 dia PVC class SW min grode 1:100 U.N.O.
Downpipes shall be 100 Dia PVC class SW.

COVERS & FRAMES

Covers subject to vehicular traffic to be 535 dia, cast iron, medium duty UNO.
Covers in grassed or conc. areas to be 535 dia. cast iron, concrete infill light duty.
Covers in paved areas to be 600 sq. Infill to match paving pattern.

Covers in tiled areas to be as for paved areas with brass edging.

Concrete infill covers to be stamped "SWO” or "SEW" as appropriate.

Covers & Frames to be "Foston” or equal approved.

GRATINGS

Gratings for storm water to be "foston, Gatic’ or approved equal.
Duty to motch monufacturers recommendations for toading condition.
Trench grate to be transverse bar.

Floor waste grates in public arecs to be chrome plated brass

in private areas may be PVC.

rated Sid
SL

WAY TLAQ™YMY |G TL —

 

SYA. MDY.

 

Vories Varies

}

 

 

 

 

Chamber to be
inspected & cleaned:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Pollution Control Management Plan (PCMP):

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND oe
———— 1. To be responsibility of Management
® ocr Diameter cilutant 2. To list all in flow filtering devices like leaf eaters
artie ross onutan ’ *
——sw— Existing storm water Collection Trap at DP’s and other filters ;
cos. Cleanout to surfoce 3. To keep and maintain a fog of cleaning
—_—— —_— — i eccentric Enlarger j j i j
Storm Water Drainage Een Eccentric Enlarger 4. To clean devices including first flush storage tank
+ Dro; cP Gully pit —as to manufactures specification
“9 Agi Drain GPT Gross Pollutant Trap —minimum quarterly, but monthly in rainy season
GMH Gully Man Hole : 2 y
ic Inspection Chamber —after each major rainfall event
Down Pipe Kae eet evel nel 5. To inspect and clean tanks minimum once yearly
MH Manhole 6. To install and maintain pump and fixtures for
—r— een Eccentric enlarger Poa Real Prepare Boundory reuse/watering/irrigation as to manufactures specification
3 Fwc Floor Waste RPD Real Property description
gury RWO Roin water outlet
‘cin water hea vot . .
SL Surface Level Pollutant Efficiency Rating Device
iq quore
SWD Storm water drain Litter 80-100% VH Fl, Fox
ren Trench grate transverse bor
TGC! Trench grate longitudinal bar Organic 80-100% VH Fl, Fox
u/g Underground : ,
u/s Under slab ; Coarse Sediment 80-—100% VH Fl, Fox
u.n.o. Unless noted otherwise . .
Fine Sediment 60-80% H Fl, Fox
= Free Oil & Grease] 60-80% H infiltration
oO
4 Nutrients (N&P) 40-80% M-H | Infiltration
Fail Liceul __Falt_ POLLUTION CONTROL SCHEME
fsa}
”Permapove” a
450 Permeable Paver
fer grated lid
TOOT:
4 " x55
T Pool Gy] | 30° 1900
. ol: ° +201
Geotextile orn 5 od 3 100 Amd Description Dote
bP 6 , oO om Hinched grate
o 200 100 Ground ievel
° Po? oO}
&| pro Oo}
blo
boo Oo Durable aggregate y Secondary
Grade W12144/12 Strainer
Po? o Floor drain to strainer To Sewer
1100 Bucket on
Strainer #100
TYPICAL FIELD INLET DETAIL
FOR NON DRIVEWAY AREAS Thrust block \ Noles Soe
SSue ote
For Devel tA I
PROPOSED BUNDED EXTERNAL For Buln Approval PX Sci L0s
WASH DOWN DETAIL CONNECT TO SEWER For Tender
Scale 1:50 1:50 For Construction
|As Constructed
( REE RREE EE PO Box 1176 )
Budding QLD 4575
Construction Mydrautlc| em: [email protected]
es ‘ www.conhyd.com

Existing culvert

 

 

 

 

1050
min ev. 3 mths.
monthly Oct.—Feb.
y
300 after each major rainfall
Oo oO
O° IL ond
300 { 6°56 Geotextile; wrap around ood
blo BoP oP GPO POP O20 0204 Durable
OL OF OF OZ Or OL OX 070-07 0-q=— Aggregate
P9499 992 9909090909028 00 0Pd 75mm single
1200 | bP gto aP oP oP oP oF oP a8 oF spe min
OCROROROROROROFOnOAOR,ORd ”
D526 9G 99 999999 99 PGP GP GP
PA 95 9n 95959 R 9A ORO ROAR Od
NEW_iC INFILTRATION CHAMBER
2000Ltr_min SCHEMATIC
NTS
SL opprox 1.150
\ 225W Trench Grate
<<
\
$150

 

"Fox" Gross
Pollutant Trap

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

TRENCH GRATE & ”FOX” GROSS
POLLUTANT TRAP DETAIL

TOOS
SECTION A — A

 

New concrete
Inlet with
scour protection
JL+0.05 p
i

naturat boenk

discharge
to Noosa River

——___—_

natural bank

New 150mm
RFC headwall

min 5No
velocity
breakers
150x150x50

 

  
 
 
 

  
  
 
 
 
 
 
 
 
 
 

New #375 discharge
from proposed development

min 1000

 

CONTACT:

Reinhold Koenning

   

MIEAust

PH: 5444 8645
FX: 5444 B224
RPEQ No 7023

 

CLIENT :

NC OLIVER PROPERTIES PTY LTD

 

ARCHITECT :

 

 

 

 

 

 

 

 

 

 

 

 

FE ; \ MIDDAP DITCHFIELO PTY LTD )
Existing 5 XO sas (PROJECT: PROPOSED UNIT DEVELOPMENT )
open channet {909 drain \o ‘open channel HILTON TERRACE

—__| Existing 900x900 NOOSAVILLE

4 “y culvert DRAWING TITLE:
t150
New RFC | bitumen GENERAL NOTES &
min 450mm .
concrete channel . Mill Street DETAILS
Grassed area
DETAIL DISCHARGE TO OPEN
CHANNEL Design| RK | checkes| [nate [22~11—05 | Dwg. No.
SCALE : ovat uno| 2 of 2 |1451-0-1 Dy,
f 4

 

 

 

 

Page 25

GRATED DRAIN,
TRAFE-CABLE GRATE.
10x10 MASTIC SEAL
/ 15 KEY x 100 DEEP

a 3 BAR FIITM.
1 50 BTM CCVER,
“COAT CAST FACE OF F81
WITH BOND PREVENTATIVE
L200 300

F72 MESH.
40 TOP COVER,

FALL TO
OUTLET,

 

 

 

 

 

 

 

   

 

 

 

N12 @ 330. .AP 400
WITH S. AB MESH

N°2 LONGITULINAL BARS AS SHOWN
-AP 590 WHERE REQUIRED

GRATED DRAIN DETAILS

   
  

JOINT TO CONTINUE
THROUGH KERB.

EDGE C* BUILDING, CCLUMNS,
MANFO-ES, PITS, ETC

REFER 10 SEALANT CETAI.
72 FAQRIC 40 TOP COVER,

 

   

KEY JOINT

JOINT

JOINT DETAILS AT CORNERS

(NOT TO SCALE)

NOMINAL FACE
OF KERB

4g
No

BOW CORNING 8&8

wo SILICON JOINT SEALANT —,

 

  

UGHTLY TOOLED

 

R20 DOWELS @ 306 CRS BITUMEN COAT AND CA? ONE END.
HOT DIP GALVANISED or 22MSET EQUIVALENT

F72 FABRIC 40 TOP COVER

APPROVED MASTIC SEAL ANT

 

 

 

 

 

 

 

 

N32 CONTRETE

REFER TO SEAL ANT PAINT FIRST CAST FACE WITH BITUMEN
DETAIL SN TOP 25mm OF CONCRETE 10 REMAN
UNPAINTED

 

 

 

 

BOLSTER CUT SLAB [3w x 39d), “lL JOINT

   
  

 

 

 

 

 

- : a
DISCNTINUE FABRIC 40 F20M EDGE a
i _ a _ _ \ “ _
re ¥ ! nt s ST ee ———— + se
<8} | 2 ~N ra &:
~— = a 2 3 42 ~ _ tT - gs _s §»e 9 ta
S RS a#oFz s . REIT ” 7 ORURLOREE: REC PORTE Ze TP
SNES 1 F< s a A= TRMMER BAR {60 EDGE COVER} — Sy par erm
LAP 300. PROVIDE 450 x 450 CORNER BARS 5 40 20mm JOINTEX So BY 4 SCE COVER
20 “OSRCC EXPANI-1E B TUMEN IMPREGNATED 259 GALY PIPE » 75 LONG 250 or RANEFI ~
CAP BITUMEN FiL P+
FIGREBOARD [BITLMEN CONTENT FULLY BOUND) t | 300 300 |
rz r 1
OR EQUIVALENT 20
ee ee
NOT T SCALE) (NO™ 10 SCALE)

[NOT TC SCALE)

SN TO nm BEL IW SURFACE WITH DW CORKNG
int eoss D'SCONTINUE FABRIC Ss 4 sapER NADAL 8BB SILICON JOIN” SEALANT DISCONTINUE FABRIC TOaLED <Dce
1 ao | \ LOmm FROM JOINT 1 40mm FROM 2ND. ~ .
me—T-P \i og / SN Ny
CONSTRUCTION JOINT, \ / / | ™ ‘
~ ~~ ~~ ~ TUF Z i ™ ~ ™ ~~
—_— pa oe. [ ua ~— € ce 3. 7
R10 @ 490 \ (

 

 

 

A $08 1205 [ORIGINA. ISSLE

 

 

   

atl
{

32mm

 

300

 

BARRIER KERB - TYPE B

(NOT TO SCALE)

N32 CONCRETE

PAVEMENT JOINTS TO EXTEND THROUGH KERB WITH ADDITIONAL
TOOLED JOINTS AT MIDPO NTS (3090 CRS MAX,

\2mm

 

 

 

JOINT SEALANT DETAIL

{NOT TO SCALE]

 

mm MiN |

po tonn@ BACKER RO?

 

SN = sg! <_

 

Ta -—

 

 

 

 

, 6S

3 BAR FITM Y12 TRIMMER BARS (S0 EDGE COVER)

50 BTM & SDE COVER L. 303 300 7 he PROVIZE 450 x 450 CORNER

KEY JOINT - KJ

 

WYLLIE yA

CoP EVERY SECOND WIRE DIRECLY UNDER
JOINT AND DEPRESS FABRIC LOCALLY

 

CONTRACTION JOINT - TJ

(NOT TO SCA_E}

N32 CONCRETE

ALTERNATIVELY: SAW CUT SLAB IN LIEU OF BOLSTER CLT 3w x 30d

 

WITEIN 24 HOURS OF CASTING SEAL AS ABOVE

CARPARKING & DRIVEWAY SLAB DETAILS

 

PROPOSED UNIT DEVELOPMENT
HILTON TERRACE,

NOOSAVILLE

for NC OLIVER PROPERTIES PTY LTD

 

 

 

 

Y12 TR-MMER BAR

» 50 ECGE COVER}
-AP 200 PROY DE
4504 450 CORNER B &RS

 

WAYRVAYAYAYEY?

-—_

PROVIDE TO EDGES Jr AL_
DRIVEWAY SLABS

SLAB EDGE THICKENING

{NOT TG SCALE)
N32 CONCRETE

 

RIENMAC pry up say stam
guisan: coast o:ree . CONSULTING CIVIL & STRUCTURAL ENGINEERS
Street Address : SUITE 4, FIRST FLOOR, SAINT CIRINO,

#137 BRISBANE ROAD, MCOLOOLABA QLD 4657, AUSTRALIA

Postal Adcress : FO Box 149, MOOLOOLABA QLD 4557
EMail : rie

  
 
 
   
 
 
  
 
 
  
  

GOLD COAST OFFICE

Santa Cuz House

 

DETAILS

“SCALES: 20

 

DRAWN PJT Date DEC ‘OS

 

mameas wea 23908 = (2 | A

 

 

 

 

Telephone = 61 7 S478, 2500, 2A Rae at Bd JOB NUMBER BWENo. | ISSUE
__ ho | DATE AMENDMENT 7 ISSUE PRC.ECT NAME qcuimile:- 61 7 8444 1158 Ma nenradBipove:ocona | SHOWN ON “HIS DRAWING [D0 NO™ SCALE OFF DRAWINGS. [Al ‘SHEET 2? 0= 9 [cHES«ED

 

 

 

 

 

 

Page 26

 

 

 

 

 

 

  
 
   
   
   

 

 

 

 

 

 

 

  
  
  

   

 

 
 
  

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

=,
————

 

 

UNIT C1

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/
! / /
f .
i
/ a
, / °
f . f
/ / ° '
f
/
|
nd
/ | ir
foo} Li
j
i
FOOTPATH 10 BE IN ACCORDANZE WITH j
NOOSA SHIRE CCUNCE, SPECIE ATIONS / /
NN, f !
SJ
~
/
j
/ /
i /
}
f
A
/ C
/ /
/ /
i
/
/
/ /
/ i
UNIT Bt
/
/ /
/ i
eof y
if /
i
/ P
é
CROSSOVER TO BE IN ACCORDANCE
O8S0V OBE IN ACC 125 THICK 70 DRIVEWAY &\D CAR>ARKING
/ / WITH COUNCI.“S SPECIFICATIONS wo ures,
/ f SLAB. LAYER F172 MESH £0 TOP COVER, F'c
| / / GRCSS POLLUTAN™ TRAP SEE = 32MPa, PROVIDE MIN 75mm TYPF 21 BASE
A / { FYDRAUL:C ENGINEERS DWGS COARSE THRCUGHOLT, UNDER SLAB
/ | FOR DETAILS
/
/ /
> /
~~ u / 1
~
— ~~
/
2 f ci
oo 1
/ .

 

~ Sy pe
o
—~ :
ee — — o T, y S
~~ ° CONFIRM ALL STEPS ANDFA‘LS TQ SLAB
ae — ~~ o

WITH ARCHITECTS AND HYDRAALIC

 

 

 

 

 

 

 

 

 

 

UNIT D1

 

 

 

<r. ee ae
SPSS ee ee
————— = Tr eS Le —
{I a Te
| Plo
L — | ——
eee ee 4 { Se eee
SS 3 [——
| | IS ==
| | | - |
@
i
| ["
=| | 4
| i
: :
! | | | i r]
ho: iy
| } cot | |

 

 

 

 

 

 

 

 

| ° |

UW

ars

<—_ : 3 » a
‘ 2 \ \ |
es eo L |

av

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

125 THICK 10 DRIVEWAY AND CAREARKING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

   
 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

SLAB. 1LAYER FIZ MESH $0 TOP ZOVER. F'c —-—-——
5 caateo patn / = 32MPa, PROVIDE MIN 75mm TYPE 2 1B2SE 3
2 A COARSE THROUGHOUT, UNDER SLAB
ENGINEERS DRA WINGS po a “ °
- ~~ ~~ a ® KJ KJ ae e °
~~ ° | GROSS POLLUTANT TRAP See a :
oo ee ~~ _ a a ° 3 ° © -| HYDRA ENnEERS CWGS 9 . ; :
ae a |_ Fora, se
ee ae } a u
a to _ pa |
a — _ ee ae
ae “QOTPATH 10 3¢ IN ACCORDANCE WITH ~~} (RCSSOVER TOBE IN ASCORDANE
ae NOOSA SHIRE CGJNCIL SPECIFICATIONS 2 WITH COUNCIL'S SPECIFICATIONS
~ i mo

: i ) ABN. 52010 $66 436 : ~~ SCALES 1.100 7 ~ _|
| . PROPOSED UNIT DEVELOPMENT R| EN M A C PTY LTD epe | DRIVEWAY & CARPARKING PAVEMENT PLAN DRAWN BJT 5ans DECOR

| HILTON TERRACE, suxsine coast cenge . CONSULTING CIVIL & STRUCTURAL ENGINEERS DRAWN PIT DATE -
: Street Address : SUITE 5. FIRST FLOOR SAINT CIRINO, a |
NOOSAVILLE #137 BRISBANE ROAD, MOOLOOLABA QLD 4557, AUSTRALIA SOLD COAST OFFICE 25 90 (1 B i
15.12.05 “FALLS TO DRIVEWAY AIDED ; Postel Address : PO Box 149, MOOLOOLABA QLD 4567 © Santa rz Rouse Sap ERIS Eee |
(A [0812.98 InziGinal issue . for NC OLIVER PROPERTIES PTY LTD Telephone mages neg 2056.49 Sana ur Ble PETER RINE MER RPE 7088) | oe wumaer DWGNo | ISSUE |
No | DATE AMENDMEN? 7 ISSUE 7 PROJECT NAME Woe Saga an 158 (at sgmieeptng, | SHCWN ON THS DRAWING DO NOT SCA. = OFF DRAWINGS. [AT [SHEE” 1 of DcnetKeD Y

 

 

Page 27

GRAFTED DRAIN.
TRAFFCABLE GRATE

/ 10x10 MASTIC SEAL

FT2 MESH.
40 TCP COVER

FALL TC
OUTLET

15 KEY x 100 SEEP

 

 

 

b 3 BAR FIM
1 50 BTM COVER.
COAT CAST FACE OF £31

300 _ WITd BOND PREVENTATIVE

 

 

 

 

 

 

 

 

N12 @ 300. LAP 406
WITH SLAB MESH

\’2 LONGITUDINAL 3ARS AS SHOWN
-AP 900 WHERE REQUIRED

GRATED DRAIN DETAILS

JOINT TO CONTINUE
THROUGH KERB.

EDGE C* BUILDING, COLUMNS,

MANHO.ES, PITS, ETC

“72 FARRIC 4) TOP COVER,

REFER TO SEALAN” CETA

A.

DISCONTINUE FABRIC 40 FROM EDGE

FA2 FASSIC 40 TOP LOVER

R20 DOWE.5 @ 30° CRS BITUMEN COAT AND CA® ONE END.
HOT DIP GALVANIS:D or R4MSE~ EQUIVALENT,

APPROVED MASTIC SEAL ANT
a“

 

 

KEY JOINT

JOINT

JOINT DETAILS AT CORNERS

(NOT 70 SCA: E)

NOMINAL FACE
OF KERB

DOW CORNING &88

 

 

SILICON .OINT SEALANT —,

'

 

 

 

—_ g

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s
= =z
i S55
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20 “OSROC EXPAN]:TE B TUMEN IMPREGNATED
FBREBOARD {BITLMEN CONTENT FULLY BOUND)

x
ase

‘4

M

a

 

 

 

 

 

 

[380 __S..v12 TRIMMER BAR (50 EDGE COVER:

LAP 30). PROVIDE 459 x 450 CORNER BARS

50 THICKENIN:
TOS! Ke

 

259 GALY PIPE x 75 ONG
CAP BITUMEN FLL.

OR EQUIVA_ENT

CARPARK SLAB DETAIL

INOT TC SCALE)
N32 CONCRETE

REFER TO SEAL ANT
DE" AIL ™

LIGHTLY TOOLED UN? 4, NTED.

ISOLATION JOINT

(NOT TO SCALE}

PAIkT FIRST CAST FACE W TH BTUMEN.
TOP 25mm OF CONCRETE TO REMAIN

BOLSTER CLT SLAB (3w © 30d), “IL JOINT
TQ ttm BEL IW SUSFACE WITH BOW CORNING
888 SILICCN JOIN” SEALANT

ROROIGRCPC RE RORO IO ERCP EORTC TACO ORO RI ROR RT ROR

 

2
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|
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4

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20mm JOHN EX _ BAR F°ITM
or KANEFILL 30 BTM & SICE COVER

$ wh

| _20 250
|. 300 300

 

EXPANSION JOINT - EJ

(NIT TC SCALE!

 

 

 

DISCONTINUE FABRIC

 

 

 

 

 

 

 

 

 

 

 

 

sg 55 _ pe EDGES DISCON”INUE F-A3RIC a “Famer tN 12 (T¥P} raeueD e06E
NA \\ {0mm F29M JONT \ 40mm FROM =ND, ~~. / "
we 3 / MN \ ae /
. \ |
CONSTRUCTION JONT. if _ _ Nt _ _ \ ; _ ~~ _
SS S= WI SRK SSS ie SG
R10 @ 400 at SN be & NSS
z ® NS
ATL KEES € 5 a a ee —-.__| - eo 4 SERRE S
‘00 = s — _ LL “4 4 \ ¥12 TR MMER BAR
t IPR % NN " SVE SSNS SSS 50 EDGE COVER)
. AP 300 PROW DE

BARRIER KERB - TYPE B

(NOT TO SCALE)

N32 CONCRETE

PAVEMENT JOINTS TO EX7END THROUGH <ERB WITH ADDITIONAL
TOGLED JOINTS AT MIDP3:NTS (3090 (RS MAX)

{NOT 7 SCALE)

 

mm

 

 

PS

 

JOINT SEALANT DETAIL

3 BAR FIM
50 BTM & SDE COVER

“ tor-n® BACKER RC)

woh
L 309 300
KEY JOINT - KJ

 

Y¥2 TRIMMER BARS (50 2DSE COVER)
LA 300, 2ROVIZE 450 x 450 CORNER
BARS.

CoT EVERY SECCND WIRE DIRECLY UNDER
AGINT AND DEPRESS FABRIC LOCALLY

CONTRACTION JOINT - TJ

{NOT TO SC 4.E)

N32 CONCRETE

ALTERNATIVELY: SAW CUT SLAB *\ LIEU CF BOLSTER CLF 3w x 30d
WITEN 24 HOURS OF CASTING SEAL AS ASOVE

 

 

 

CARPARKING & DRIVEWAY SLAB DETAILS

=

PROVIDE 10 DGES OF AL.
DRIVEWAY SLABS

SLAB EDGE THICKENING

(HOT TC SCALE)
N32 CONCRETE

450 x 450 CORNER BARS

 

 

 

 

 

 

 

 

 

— -_ j ABN 52610 666 3 ~ SCALIS: “90
PROPOSED UNIT DEVELOPMENT R| EN M AC PTY LTD ALY 19066638 DETAILS “DRAWN si ~ DATE DEL OE ~
HILTON TERRACE SUNSHINE COAST. c=ricr CONSULTING CIVIL & STRUCTURAL ENGINEERS — ——.
' Street Address: SUITE 4, FIRST FLOOR, SAINT CIRINO. es
NOOSAVILLE Fears MAD MOODS AS ALSRALA squccatanee memcun eae 25908 (2 | A
A {081705 [oRIGwNa. Issue _| for NC OLIVER PROPERTIES PTY LTD Telephon al ee ae 276-1 Sart ut Bi PETER RENEINER APEC 2088) os umaeR Dw No. | ISSUE
No | CATE AMENDMENT ,/ i$SUE RC.ECT NAME ; om ; Gao4 aoe, a8 ¥ak: renracfipowespcon.a, | SHOWN ON ?HIS DRAWING [Do NO” SCA_E OFF DRAWINGS | AL SHE:T 2 oF 2 CHECKED:

 

      
   

 

 

 

 

 

 

 

 

 

 

Page 28

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

   
    
 

      
 
  
 
 
 
 
  
  
  
       
    
     

 

 

 

 

 

 

 

revision
ament| details date init.
Original Issue 12/8/04 MRT
1. 08
. a &
ore t
NORTH we or or
SMH
® (Unable to open)
1.19
L198 %
>
a as 2, y LEGEND
SMH Ke ‘ 09
0.95 My ¢09 Box. SP 5 oH ED 9 aL 217 b Pp
7 [J Culvert OA . SAS KXo/ xD * % % > OP Power Pale
| ATR : eT) x) eC OF .
KO 165 9 Elec Pillar B
! © , 6 MCH, 839217 8 ec Pillar Box
A673 p Ctl Jost IS 34046
r D K 16 mM Electrical Pit
SEWERAGE MANHOLE IN THIS
VICINITY FROM COUNCIL RECORDS :
. NOT VISIBLE ots “S, Light Pole
3 171625 .
see 3 8 Qian De Antenna
Le cd So
cane w OLanp post [Ba] = Clothes Line
1, 47 Telstra Box ® .
3 Ls = Telstra Pit
su | 6, -_e & AAV Water Valve
S Punp S$ aS Al By lian Bd Sho, on, ss " 5
ewerage “me 4 47 1 Bieur & RPSETI26 D<] WM Water Meter
‘ +
Brz 1. 60
O. SB, 16H, 78 © @B, 18H. 8S 1
{ ie Emt A Z\FH Fire Hydrant
Co RPB8O6E47
¢ 2
‘ MCH3881 ae GIP105058 a Sign Post
855 m? 1047 m? S\
» .
& 2 es 9 Stormwater Pit
o e
4 6 MCHSS8! 5 1.51 Sewer Manhole
5 542 m: ies SMH
é 2 oe Stormwater Manhole
§ SWMH
2 ‘ 3 s
“ 17 Qowr aa Field Iniet
0. 308, 14,68
1, 50
c . O22, 8H, A Survey Station
?
Bb Druze s © Permanent Survey Mark
Ui
Qra* 1.50 y
a @ -=_ns (>) SWMH
o MCH3881 * 2, gst Etectrierty oa BO* 1, 44 Tree (Various Sizes)
2 ne }o Pi lar ep ‘Sy pole
° 557 m? 2 ony
Gully Pit 4 LO

 

 

  
  

  
      
   
     
   

 

266'59750?
L¢

121
verhead 24
v.

vv yy

——— yy.

This plon was prepared for the purpose and exclusive use of
NC OLIVER PTY. LID. and their professional advisers

ond is not to be used for any other purpose or by ony other
person or corporation. JONES FLINT & PIKE PTY LID accepts
no responsibility for any loss or damage arising to any
person or corporation who may use or rely on this plon in
contravention of these terms.

 

Ki Cg
wT
SS Electypical

Junction Pit

Services shown hereon are only those located by field survey.

 

a yAc " PROPERTY DESCRIPTION if not able to be so focated, services have not been shown.
Guity Pit “yg ons J A ; - . .
9 Y OY] » OS LOTS 1 — 3 & 9 ON MCH3881 = Prior to any demolition, excavation or construction on the
x A _ fey ew & NO PARISH OF TEWANTIN site, the relevant authority should be contacted for
ATA e J} ° COUNTY OF MARCH possible location of further underground services and
S .

detailed locations of all services.

TOTAL AREA 2995 m?
COPYRIGHT © — 2004 JONES FLINT & PIKE PTY LTD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MERIDIAN : MCH386I roma ok BY ness RepaBTeoa W Wwe wi
CONTOUR INTERVAL : 1 m THE WRITTEN CONSENT OF JONES FLINT & PIKE PTY LTD.
Met
0 4 8 12 16 20 40 we
( SCALE SHOWN IS ORIGINAL DRAWING SCALE ) . ( Y
JO LINT & IKE development consultonts, planners and surveyors | : 400 00 NOT SCALE FROM THS DRAWING Client N C OL| VER P TY. LID. 1 1
JONES FLINT & PIKE PTY. LTD. A.C.N. 050 414 045 scale Le NOURY PAEASe thgunee sheet of sheets
Car Emest ond Merivole Streets, 58 Goon Street, Surveyed COC datum AHD drawing number
tapos (7) 3040 7 taephone (07) 4872 2100" : Designed Frect LOTS 1 — 3 & 9 ON MCH 3881 M1757 01
SUNSHINE COAST GOLD COAST Drawn AJH | origin (BM.) PSM 75737
237-230 Bradman Avenue, 17A Margaret Street, Checked MRT RL 1/433 drawing file M1757 — OLDWG
Maroochydore, Queensland. 4558 Southport, Queensiond. 4215 Tit! rawing file .
A telephone (07) 5443 2500 telephone (07) 5591 6311 www. jfp.com.au \Local Authority NOOSA SHIRE COUNCIL ) We CON TOUR & DETAIL SU RVEY [date 12/8/2004 J)

 

 

 

 

 

TRIM AS
ASSHT1 Rev B2

Page 29

 

 

 

   
   
  
  
   
   
   
 
 
 
  
   
 
 
 
  

   
    

   

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
 
  

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     
  
  
 

  

   
 

 

 

     
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
  
  
      

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

     
 
 
    

 
   
   

 
   
  

 
   
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

  

 

 

 

 

   

  

 

   

 

 
 

 

   

    

   

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

  
  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

fF Guys A 0.98 Architects
1.11
A " MIDDAP DITC Pty Ltd
| p - 001850 T Ditchfield - 002195
1.16 ) 5474 0877 Fax - (07) 5474 0906
: 102 1-136 fi en Email - [email protected]
ie _ xi! Ent,
ra ny
E To EXISTING PUBLIC FOOTPATH ~~? CUENT .
® TIMBER FENCE ey NEW DRIVEWAY # / Entry/Exit NC Oliver Properties Pty Ltd
1 :
5 FH ISTING SEWER ° , LAMP POST a to Noose Coun - DOE
23 1.0 (easement) *1.01 1.18 requirements PROPOSED UNIT DEVELOPMENT
oe £ LOCATION
8° La . Cc Hilton Terrace
PLANTER Existing public reserve rd NOOSAVILLE
Top at Terrace level,
EXISTING PLANTING DRAWING .
to reman BALUSTRADE |) EW CONCRETE FOOTPATH Developed Design
01 1000 - Glass 1.5m wide Site Plan
| 27 t 16 236 he Tenvace Level
BLOCK RETAINING WALL = scale date drawn
| O00h from Terrages BALUSTRADE 1:100 Aug 2005 JA
1000h - Glass ~ :
} oy 16 814 “a an Foot Proj no. Dwg no.
cit — : it Terrace Level
Taaet fF a 0411 DD 01-p2
FRL 4.45, ' T [— Or eos Issue - For Preliminary
| 1.18: : ‘ oT ee PLANTER
‘ * : : : nase “S Top at Terrace level.
| oh | RLAAT crap : May
: ai _ : e a Tar 1_ 4 |
- oy E a 8 = ~—
a Ww I uy vi \ it ‘ i os, : r SS tre ot step ttt t \ | | IS
| . ee ee 1) Coe ~ : — | a ILE
& . Es nl 7 ™ 4 4 ao i m n —4 — ! !
~ ' TN ay oN “k | ZN Op “ee = - * om ee oe Piast oe HE .- — + I Up ; l i +— | | | i
Ty ae At TS | FE C nt 2 i: RIT LY
tas _ Th 4 po ti I 6 ae | Lo q RL 1.95 \ f n. +4 p= ft — } 4+ y—l-4[- : ={-—— \ \ | ly } 4
Pandas | | SST a rapes NZ A Lio Se en ee ea ! Sty A
AL 14 / xier | A ae ee t | vd dia te] Lt Ep id ts = yi y rT
a sh “is reece — IE + — ae atlaeck oe IE = | i} a 4
Ld : : | b . . june of dee aT ' ne Of Oe ta +, 2 Wi
! rr oy | fy eee et eaee | cE ferace—————}¥ ||| ea |
- | oa RL28 RL28 3 |RLRG1|
TIMBER SCREEN : ' a _ déck over; | deck over Doe JE Ph
|800h landscaping ~ ~ ° Pat Lf | ot L ; — ' | \ H {
___ i NT PSS . f i Ly | | 1h I
4 w é landsdaping Bl ot ro . it i \ |
nash jam. : pi te a | 3 tj
| andseaping | \ t wk te : landscaping | : [ \ / \ \ | | }
N . 1 i
q “fe kas ie
aX Teva xsl ONE Ms ad
= i z AN “ ‘S \ | | ! i
oD ~ a 1.58 [| | I
x il ode AL
landscaping { | | landecaping oe | \ \ | |
Le | f
' . | poe
oc CA | -
BLO cK RETAINING Wi i | me landscaping
i , AL 2.19 i ELEXISTING BLOCK WALL
| ‘ll BLOCK WALL 4S aL 165 2000h to remain
noone a sy | 100m —9pF fs |
BLOCK RETAINING WA ‘\ PN t ae me r
ao ngewe Po it} !
BLOCK WALL } Terrace UNIT B1 UNIT C1 t- po, UNIT D1 ti
m22~{ RRB] 197, RL OB RL2.16 RL28 terrace | I] |: RL28 aie} x
eT i ! ef RE 2.644 __ theo, 153
a ct =]
aly
oe = : | 4
4g 2 !
a) 14 1 1.56 Tatrace 154
_-4Y ! x tL 2.64 “x landecapng
\/ 2
/
4
Po 17 iL
VW : i
v x
“7 rn.
r \ aN le
\ é yy os : WTS,
f | \ = 1 5 4 : A
BLOCK WALL | / ff. 1.38p1 2 45 5 Beck fo \ — —— oT xis
. (econ — | 8 FREZET en! \. eS 1G Deck=4 \ |
STING DRIVEWAY & f f — a. :
ROSSOVER 2409 / A aa i xt REET a REZ wa
ghown dashed to be / 5 4 : £400 = : ——
demolished. landscai VW \ / : [= ___
ak * ft 4 P Ny = = 1.54 gq £ L
TT x a - © & : oF 5 >
1.06 ~ g Beg * 3 i -3 4 "
fan iS z af g-4 14s gt }
1 S| Ss 3} & : 4
1 { i .
nn x : RL 250 | 25
RN EI | RTT - |
1.56 - landscaping
NEW DRIVEWAY ¢ x if ndscapin -
CROSSOVER | landscaping / : Oe RL 2.56 | RL 2.56 endacanng
to Noosa Council ! 1.52 ito: . . landscaping . .
requirements _ . x! rhe po . : | . .
(Refér Inset i " .
‘Crossover Plan) ope S ITE C SITE D
New Driveway jad | New Driveway
A 2009 RL20 oo ,
1.08 landscaping crn,
ACRETE FOOTPATH a Fall Fall Fall f+-£XISTING BLOCK WALL
. TIMBER SCREEN € : jo: ? € 2000h to remain
- +B80Ch—— : _ RL21
landscaping ] Td top of bank
—t PT 147 - ———
os Bins |. land$caping \ x o . Oy lands ping “# | "
Ton APN rat iy a RL 182 {4.8 MN
RL2.0... Le A132. 5 5 OLE: bade of{bank~-i
‘Cone. mS = 2000 setback
ELECTRICAL wo . Grated drav
JUNCTION PIT RL 1.4)” BLOCK WALL _ BLOCK WALL “faim é Pal
! Lt TIMBER SCREEN 1800n- Entry/ Exit rim / 8 /k
base of bank landscaping & anna all block landécaping —s000 landscaping o ELECTRICAL PILLAR
: base of bank oO Oo . i TELECOM BOX
RL's given are Finished levels. 2 8 oo :) 16 168 S64 28 ew Drucway ¢ eromeh®, 744 4
° ao. . | Oo y :
x1.64 Original Level tO o eR = to Noosa Council LZ © 51.31
— . NW? N — requirements = T POWER POLE
RL261 Proposed Finished Surface Level ~~~ 922 wee ee yl Mee abe ee aaa -aa----- an 5 ~NEW CONCRETE FOOTPATH TT TTT TTT red — 1.33
. - tH 39 1. ‘ 1.26 EXISTING PATHWAY -
LA LIGHT POLE C) Existing trees to be retained : . SEW CONCRETE FOOTPATH EXISTING PUBLIC FOOTPATH , __ : _lto be demolished shown dashed < 2m wide GULLY PIT
4.22 BH 23 POWER POLE to be demolished shown dashed 3H 2 \
> Exsting trees to be demolished @425 1.25 Un = AW ee eee errs I x 1.29
~ 11900 53 193 138 1.22 126° 119 ool

Page 30

 

i iow Land Use Section Fees

Leena ec acc e ee ceca a A
LODGEMENT OF APPLICATION/SERVICES FEES

MAPS
COMPLETE SET OF ZONING MAPS (Coloured) $65 _ «146104 520
ZONING MAPS __ First Map $25 __s«146104 520
Subsequent Maps $i6 _____s« 1461404 520
DOCUMENTS
*STRATEGIC PLAN - COMPILED $100 146104 520
*STRATEGIC PLAN - LOCALITY $25 146104 520
SCHEDULE TO TOWN PLANNING SCHEME $28 146104 520
COMPILED POLICIES $21 146104 520
DEVELOPMENT CONTROL PLANS : $25 146104 520
OTHER TOWN PLANNING DOCUMENTS 146104 520
COPY OF PERMIT/APPROVAL LETTER $16.50 32 146120
*Refer to separate form for balance of Strategic Plan documents
APPLICATION FEES
MATERIAL CHANGE OF USE - CODE ASSESSMENT/IMPACT ASSESSMENT
~ COMPLYING 32 146102 521
- NON-COMPLYING 32 146102 521

- NOT PREFERRED
RECONFIGURING A LOT-In conjunction with material change of use
ENVIRONMENTAL IMPACT STATEMENT

32 146102 521
32 144102 521
32 146102 521

il

 

MODIFICATION TO A DEVELOPMENT PERMIT 32 146102 521
EXTENSION OF CURRENCY PERIOD 32146102 521
SITE CONTAMINATION 32 146102 521
OPERATIONAL WORKS eg Landscaping Plans [te to 32 146102 521
REGISTRATION OF EXISTING USE 32 146102 521
OTHER eg Preliminary approval of Operational Works 32 205140
Concessional Rate applies YES/NO (Suspense Account)
Previous Preliminary Approval applies YES/NO
PRELODGEMENT REVIEW - Half Hour (includes meeting notes) $150 Cis‘ 46119 522
~ One Hour (includes meeting notes) $300 —“(i«i‘éid GLY: 5322
ADVERTISING

PURCHASE/FAX OF ADVERTISED APPLICATIONS
(including A3 size plans)

 

 

 

$16.50 up to 10 pages then $1.10 per page thereafter 31 146110 523

JETTIES

JETTY 146115 524

JETTY BOND ($1000 is refunded if works are found satisfactory) 942220 92
BONDS

Performance Bond 33.95 943200

. TOTAL $ buo
Name: NC Ole Woperhes
Address: ~ (nc Mom 4 Thenaxs Sts
Cale tstslole

 

File: Hol, 54 _ Date Dallolk
No:

Receipt : (us ¥Yo Sighature TP Officer: /JL“M p oe
AuthorityNo. § (Gl2@O(\ a4 Co

Ag:urishYorms\ipfees.doc \ Updated 3/7/05

QOS120 BAO

Page 31

CALCULATION OF FEES

 

APPLICATION FEE TOTAL
FEES

 

MCU - CODE ASSESSMENT
Details of Development

Complying 0.75
Non-Complying 1.0

FEE CALCULATION

 

MCU - IMPACT ASSESSMENT
Details of Development

Complying 1.0
Non-Complying 1.5
Not Preferred 3.0

FEE CALCULATION

 

Environmental Impact Statement
Site contamination
Operational works
Details of Development & fee calculation
Wy Doplexes Aas discussed)
20%fo oF mow Ler: wilh Fong

42050 «4 y 20% s Ibue

Reconfiguration of a lot
Details of Development & fee calculation

 

AIAIA

 

 

 

Other - details and fees

 

Concessional Rate %

TOTAL FEES $
[Signed Date

 

 

 

 

 

 

 

Page 32

ae NOOSA COUNCIL
nen Ml PAYMENT REQUEST FORM:

Supporting dacumentation must be attached for all payments
if a requisition for purchase order has been done DO NOT USE THIS FORM.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PAY TO:
(Max 40 Spaces) NC Oliwev Pio eves
ADORESS: °
(2 lines only) Cl Vc ddap Di chGeld | dar Many + T Nomas Sis
Nossaville _G. ; PQST cove: 4c(,
TYPE.DF PAYMENT - Pi propria
REFUND ~ oe Q

1 _ TRUST BOND RELEASE ‘ Q

Q_crants OQ wasury’ cua

Q]__ SUPERANNUATION PAYMENT (PAYROLL USE ONLY) |) LeGats REQUEST

C) CONFERENCE REGISTRATION Q PERFORMANCE PAYMENTS

OQ _ EMPLOYEE DEDUCTIONS (PAYROLL USE ONLY) Q]_oTHer (as SPECIFIED) Asari

 

 

 

 

 
   
 

Oo ABN holder. ttyes, RON
C) Registered for Gst’

T DETAILS = indi it I
CY Fringe Benefits Tax Oeciaration Is required and is attached with a photocopy of receipt

CRIPTI Ni F PAYM
6 v ara PIA Ime

 

 

 

  

 

Ledger Number TSU Na
GST Amount Ores ‘Receipt No, Property No. etc)
$

 

 

 

VACO eee eR HO ob IS

 

 

 

 

 

 

 

 

 

 

 

 

Total Payment x oO

 

 

 

| corm that the artcles andicr services chusged wn the attached and/or detaled above were | | certly inal itm payment ia Beng made im accordance with the esisbushed paynertt
sahetactonly performed snd according to an agreement with Te above ramed ANO that hey | procedures of the council and in eccontanca wih the requirements of tie Local Government
were Necessaniy Cequited for councd ANC that the charges were few and reasonanie OR that | Act and thal such payment is in accordance with ine adopted budge! of councd and that the

@ppropnuite authonsanon for Uke prymant has been received by mein eccortance with councy’s | suthorsaton of this payment «in accordance with my delegated autho: wt
‘esiaohaned procedures

SIGNATURE OF AUTHOR'SED OFFICER
SIGNATURE OF REQUESTING CFFICER

 

 

 

 

 

OaTE f OaTE. h i
“ERIN NAME OF REQUESTING OFFICER PRINT NAME OF AUTHORISED OF FIGER

 

Instruction to AP Team Hold Cheque for:

 

Post Cheque: Yes/ No

 

(Please refer to Accounts Payable Procedures doc. to ensure correct use of form)

  

 

 

Page 33

SS Eno

FEES
4pplication Fees Development

DEVELOPME’
(Cashier: Please Return to Admin Officer, Development)

“FEES & CONTRIBUTIONS

 

 

 

-egal Document Examination

Sealing Fee - Survey Plans, Legal Documents
3ale of Documents, Policy Lists, Misc

3onding (Contributions, uncompleted works)
Application for works in Road Reserve
>rovision of Info to Private Certifiers
>re-lodgement Meeting Fee

AMOUNT ACC NO BONDS AMOUNT acc NO
32.540.144102 Works in Road Reserve 33.91.941200
oad / Drainage Plan Exam i 32.541.144104 Performance / Maintenance Bond 33.95.943200
Road / Drainage Field Inspection ‘3 oe 32.542.144108 Permit - Road / Footpath / Parks etc. ' 33.89.941250
31.543.144112_ | BOND REFUND DETAILS |
32.544.144114 Payee Name: —
Address:
|
32.547.144120
92,548.144121

Jeach Access
Street Lighting

Roads & Drainage
athways

var Parking
Jeveloper Contributions - Rural Sewerage

coastal Sewerage Headworks
Nater Headworks
Park

Yoosaville Master Drainage

Jrainage Contributions Tewantin
vontributions Major Road Network a
zoastal Major Pathway Contributions

       
   
 
     
      
   
  
    

 

 

 

31.549.144103

 

 

AMOUNT Acc NO

32.550.171442
32.551.146180
32.552.161110

32,553,171448

ee
32.556,171441
32,567.314610

32.579.511600
32-560.157080

32.581.163100
32.582.163101
32.583.144450

   

 

Catchment:

 

  

      

 

Road / Section:

 
 
 

 
   

 

South Peregian DC1Water

 

32.584.144455

   

CONTIBUTIONS (South Peregian)

South Peregian DC1 Sewerage
South Peregian DC2 Bikeways
South Peregian DC3 Road Network

NOTES - REFERENCES TO FILE etc.

  

ROADWORKS CONTRIBUTIONS CALCULATION SHEET

AMOUNT

   
     
 

    
   
 

   
      
           
  

Amount:

ACC NO

 

  
 
  
   

South Peregian DC4 Open Space |

Payee Name:
Address:

 

 
 

Total $

 

Development Location:

   
 
 
 
 

?/Land Development/FEES & CONTRIBUT!ONS/DEVELOPMENT FEES.doc

File Numbers or Reference:

  
 
 

Co| (59

32,680.511600.1

i 32,681.341610.1
| 32.682.4144455.1
32.683. 144450.4

32.684.157090

 

 

 

Page 34

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