10/0662 - Attached Plans in response to information request [As Published] · 142010.662

Page 2

 

Compliance Certificate for building Design or Specification 1: 5-

 

NOTE

1. Property description

 

This is to be used for the purposes of section 10 of the Building Act 1975 andlor section 46 of the

Building Regulation 2006,

RESTRICTION:-A building certifier (class 8) can only give a Compliance.certificate about whether
building work complies with the BCA or a provision of thie QOC, A building certifier (Clas$:B) can
not give a certificate regarding QDC boundary clearance and site,cover provisions.

Stréet address (ictude no., stieel, subuiri / locality & pasteode)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

This section need only be completed if 43 Grant Street
details of street address and property. - .
description are applicable, Noosa Heads Postcode: 4567
EG. th the case of (standard/generic) — arama * =
pool design/shall manufacture arid/or Lot & plan details (attach:list'if necessary}
patio and carport systents this section Lot 13 |
my notbeapplicable, =» =» | iwhigh otal govertiniént areas the land situated?
white te apeton all hd | Sunshine Coast Regional Council
The jot & plan. details’ (eg. SP / RP) are
Stiowh on tle documents of a rates: notice.
Ih the plain & not registerediby tite, provide
previous lot and pian details. _
2. Description of édinpostenit certified - a
Clearly deserbe the extent of work coveredby | | Concrete Driveway _
this. Gertificate, a.g. all structural aspects of the :
steé! roof beams.
3. Basis of cettification = —— -
Dataithe basis far ghing the cerlifeate.andite} | AS 3600, AS 2870, AS.4586, AS. 1379, AS 1304
extent to whith tésts, spécificatins, rules,
standanis, codes of practice and dther
publications, were relied upon. .
4, Refererice documentation, is
Cleat ently ay ftnatcdeumedtaton; | | Burleigh design drawing job No. 083761 sheet 8 _
e.g, nubered seustura ébginesng pans STA Job No. 98868-G DWGS. NO: S05
5. Building center reference number Building certifier reference number,
[ Na ~ |
8. omega person  detals fk Naitie (in, full) Lee
comy person for Buliding work, means a
person ih iy ascesseiby the biting caier| | Arthur Keith Moores |
So ie ant antici design Cothpany name (if applicable) Contact person, _. .
ofthe bildng work Because al the indidduats | | STA Consulting Engineers ] [Grant Rosbrook |
posers competent peice Aust ake te, | Phone.no, business hours Mobile no. . Fax fo.
reitered or icensed under a tw apphing ib | [6522 1995 | | | [5522 1776 |
the Siaie to practice the aspect; . Email address - “
ttn relevant law the tndividual to be
teense or regstereys be able 15 give the. | grant. rosbrook@staconsulting. com.au. |
help, ‘the certifier must assess thé Individual as Postal address
having: appropriate experience, quaffications of —
Skis forbe able to give the: help: Unit 1/486 Scottsdale Drive, Varsity Lakes
Hths ir poclerye idelines for QLO Postcode 4227
assessing a come — - ms
cerfifier must use the guidelines vthen Licence or registration number (if applicable)
ssasia remo RPEQ?776 |
7. Signature of competent person Signature Date

‘This certificate’ must be’ signed by the.indtvidual
assessed by the bullding Gertiier a8 cofipatent.

 

 

L Lh taogle

 

 

| & Of: Zola.

 

 

LOCAL GOVERNMENT USE ONLY

 

 

 

 

 

 

 

 

The Building Act 1975 is administered by. the
Department of Infrastructure and Planning

 

 

 

i
5, Queensland Government
i een of Infrastructure aad Planning

 

Page 3

 

 

 

 

 

 

   

 

 

 

            

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

and can not be copied, wholly or partly
without the consent of the above

 

 

mentioned company

 

|_—--____UNIT_1_1.486 SCOTTSDALE Drive

VARSITY LAKES QLD 4227
PHONE: (07) 55221995 FAX:(07) 5522 1776

 

- +
Hn
3 ARS A NOTES:
; ‘ S RESERVOIR AN >
| 4 tna hing BOND OREAKING 1. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
Tr sTRIP DRAIN BY OTHERS BACKING TAPE 2. FOOTPATH SECTION TO VARY WHERE NECESSARY TO MATCH CONCRETE
ey Cs 4S 7 FOOTPATHS AND VERGE PROFILES, FOOTPATH EARHWORKS ADJOINING
y = > i ra CONCRETE MUST BE WELL COMPACTED.
. «ET ABUTTING PAVEMENT, 4 3. CONCRETE SURFACE TOLERANCE TO BE, 73" OVER 3 METRE SECTIONS
: 7 o EL OR OTHER ; a or 6. CONCRETE N32 IN ACCORDANCE WITH AS1379 AND AS3600
ey ‘ a7 _-- ‘ 5. REINFORCEMENT FAVRIC TO BE SL92, 40 TOP AND EDGE COVER, 250 LAP
y : ! FILLER 6. ALL APROPRIATE PERMITS MUST BE OBTAINED FROM COUNCIL, INCLUDING
y oe ° NO "=f 4 epGe THICKENING ‘APPROBAL OF LOCATIONA ND LEVELS PRIOR TOEXCAVATION °
& Ns , wwe
B = i et a (WHERE REQUIRED) 7. REFER LOCAL AUTHORITY STANDARD DRAWINGS FOR VERGE TYPE
> oa
Y _ > . TYPICAL ISOLATION JOINT (I.J.) 8. DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE INVERT OF
Y a ~ Zz. SCALE 1:10 1 KERB TO ENSURE STORMWATER IS CONTAINED WITHN THE ROAD
4 RL 16.251 = 5,95 SEALANT RESERVOIR AND RESERVE AS PER REQUIREMENT OF QUOM (QUEENSLAND URBAN
y eo a z . — SEALANT WITH BOND -BREAKING DRAINAGE MANUAL). THIS CONSTRAINT MAY BE VARIED UPON THE
ig & s | BACKING TAPE APPROVAL OF THE LOCAL AUTHORITY.
y n 3 Se Ke : 3 9. EXISTING FOOTPATH TO BE TRANSITIONAL TO NEW DRIVEWAY AT A
5 _| eet a YS — —: MAXIMUM GRADE OF 1 IN 10
yy gg RE 17.063 + “eo a 10. EARTHWORKS CUT AND FILL BATTERS FROM EDGE OF ORIVEWAY TO
2 ‘ . P NATURAL SURFACE TO BE MAX. GRADE AT 1IN 10 AND FULLY TURFED
4 | : 11. ALL DIMENSIONS SHOWN IN MILLIMETRES.
3 bs | 05d 12. SUB-GRADE SHALL BE TO CORRECT LEVELS AND FALLS AND ALL SOFT
JP JACKET 05d+25 POCKETS OF UNSUITABLE MATERIALS SHALL BE REMOVED, DISPOSED OFF
M4 SITE AND REPLACED WITH SUITABLE MATERIALS AND COMPACTED IN
4300 “4 4 = 1200mm LAYERS TO CORRECT LEVEL AND WITH A CBR VALUE OF 19%.
" . 13. SUB BASE SHALL BE A MIXTURE OF SAND-GRAVEL AND BINDER WITH
i THICKNESS AS SHOWN ON DRAWING HAVING A CBR RATION OF 85 (BASED
Pom me rn TYPICAL DOWELED CONSTRUCTION JOINT (D.J.) ON & DAY-SOAKED TEST}
ig 4 SCALE 1:10 14. PROOF LOAD ROLLING TEST SHALL BE DONE 1-TEST FOR SUB GRADE AND
Z y INDUCED SEALANT RESERVOIR AND SHALL BE ARRANGED BY THE SITE SUPERINTENDANT IN COORDINATION
6) LEGEND RACKIN SEALANT WITH BOND-BRE AKING WITH THE GEOTECHNICAL TESTING CONSULTANT.
7 , Ds CRACKING BACKING TAPE
Y Mos = - DOWEL JOINT -
, ---- yy — £4 _controw sont * ‘ 2 - = | :
v A s a 4
1 4 iJ Sole, 5
r ==. — - ISOLATION JOINT : a ;
al 4 ‘ ~ ~
: 4
“ NON-SLIP 4 i
“| CONCRETE FINISH = 4 TYPICAL CONTROL JOINT) (C.J.)
<4 TO AS4586 SCALE 1:10
3 Z 300 120 THICK SLAB ON GROUND
¥ 1NI2 LASER BAR SL92 TOP MESH - 40 COVER. THICKEN SLAB TO 200 AT EDGES AS SHOWN.
; y \ fc = N32 CONCRETE STRENGTH IN ACCORDANCE WITH AS1379 AND'AS 3600
4
4 DJ. 4RL 19.78 hb : : ——~ =
— apf 19.783 NGL a FHSS HF ores o
7 Pe ; . 4 . > ly 2
My gf 18990. s ’ : .
4300 , st lL 4
B J. RL 20.000 [4 PROPERTY ALIGNMENT > tc oS Tore
fj SONATA IRI OD TH + 7
FOOTPATH ~J DRIVEWAY CROSS OVER\5 FOOTPATH PO INI? BAR @ 4507 SASS COMPACTED, \ KK
BY OTHERS 9 ~ BY OTHERS . 4OOMINAP WITH 7” BEDDING SANDS“ >* * AX> AV) 180 COMPACTED FILL OR
AS PER SUNSHINE COAST \* \ AX, t LK XA KY ANON NA KRESS ACH INSITU MATERIAL
= REGIONAL COUNCIL PSSSNS Top MESH YY SOS » ISD ODT
; KREALALIN SL tL LS RI MLS we SAPP COMPACTED TO MIN
2 DRAWING SEO R050 . > : . 98% MDD :
. |_| 5300 (7300 Max) —_| DRIVEWAY PLAN 120 THK PAVEMENT SECTION
t
500 MIN. SOOMIN. — SGaLE 140 SCALE 1:10
1000 MAX, 1000 MAX
ISSUE ISSUE DESCRIPTION DATE | ORAWK | APPROVEDIDESIGNED GR APPROVED KM STA CONSULTING 7 CLIENT: DRAWING TITLE:
' TRC TIE 15/07/10) icy KM RAW: cH OAaTE £0510
0 | issue FoR CONSTRUCTION 5/0 pea oe pets ENGINEERS (G.C.,) © N, R & C TOKOVIC DRIVEWAY PLAN
© twa sncngvenans a copyrgn ACN 129 448 442 DRIVEWAY SECTIONS AND DETAILS
— |—af STA Consutting Engineers Pty. Ltd <

 

PRORCT.

POON SOE N-G-

 

 

ENGINEERS

-LOT13-GRANT-STREET.
NOOSA HEADS

 

 

 

JOB Ho

CE 98868-G

DRG No SHEET WF REW

$05 5 5{ 0

 

 

 

 

 

AY SHEET Sm

 

Page 4

a *

~ Compliance | Certificate for building Des ign or, specication 4.5

 

 

This is to be used for the purposes of section 10 of the Building Act 1975 andior section 46 of the
Building Regulation 2006.

RESTRICTION: A building certifier (class B) can only give a compliance certificate about whether
building work complies with the BCA or. a:provision of the QOC. A building certifier (Class:B) can

NOTE

not give a certificate regarding QOC boundary clearance and site,cover provisions.

 

1. Property description

This section need only be completed if
details of street address and property
description are applicable.

EG. In the case of (standardigeneric)
pool design/shell manufacture and/or
patio and carport systenis this section
may not be applicabite.

The description must identify af land the.
subject of the application,

The tot & plan: details: (eg, SP / RP) are
SHawh on’ title, documents or 2 rates-notice:

If the plan & not registered’ by tite, provide
previous lot and plan. details.

2. Description: of componsitis certified
Clearly describe the extent, of work covered ‘by:
this certificate, @.g:'all stiuctural aspects of the
steel roof beams. ”

3. Basis of ceitification

Detail the basis for gNing the certificate and the
extehit to which tests, Specifications, rules;
standards, codes of practice and other
publications, were relied upon.”

Street address’ frclude rio,, stigel, suburb /lGcalty & postéode)

 

13 Grant Street

 

Noosa Heads Postcode: 4567"

 

 

Lot & pian details (attach lishif necessary)

f Lot 13

tf. whith [6cal goverrimient area i the land situated?
‘Sunshine Coast Regional Council

 

 

Concrete: Driveway

 

 

 

AS 3600, AS 2870, AS:4586, AS 1379, AS 1304

 

 

 

4. Reference documeritation.

8g.. numbered structural engineering a

 

Burleigh design drawing job No. 083781 sheet 8

 

 

 

STA Job No. 98868-G DWGS. NO. S05

 

 

3 Building certiler raference number

Building certifié’ reference number

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| NIA
6..Competent person detalls Nattie {in full) a
A:competént person for building work means a “1
person who:is assessed by the building oériiier | Arthur Keith Moores. . ]
aspect of the building and specication design, Company name (if'applicable) ; Contact person, _
of tie building work because of the individual's [STA Consulting Engineers | | Grant Rosbrook |
poe bsedeinon pes ws. | Phone.no. business hours...__Mobile no. Fax.no,
regstered orfeonsed under albw anos in | [5522 1995 ibe ] .[ 5522 1776 |
ihe State to practice the aspect: ss ————— .
{trio retevant law requites the: indlvidvyal.to be" Email address 4
lane reed a ee hee [ [email protected] |
help, the cetlifier mustassess the individuat as
having appropriate experience, qualifications or. Postat address,
skils.to be-able to give the help: Unit 1/486 Scottsdale Drive, Varsity Lakes
Ifthe ‘chief executive issties QLD Postcode 4227
assessing a competent perso — -
cerfifier must use the guide Licence or registration number {if applicable)
assessing the person, y — .

RPEQ 7776 i

7, Signature of competent pe person Signature Date ,

‘This certificaté must be signed by the.individual
* assessed by the bullding certifier a commipetent. *

 

 

L Aldo Of,

 

 

 

LOGAL GOVERNMENT USE ONLY

 

 

 

 

 

 

 

 

The Bullding Act 1975 is administered by the
Department of Infrastructure and Planning

& Queensland Government
% Department of Infrastrecture aad Plaonlag

 

Page 5

eee

a

Be AR

a

A se

    
 
 

od, 2

RL 1S.71)

STRIP DRAIN BY OTHERS
a ay

 

 

 

 

 

 

 

ENERO

TELL LLL EOE EIEN

 

FOOTPATH

- RLM g -
=:
RUIS.93B w
_ Ch : 3 =
Qo
— RL ISI F >
oe °BZ
as
Yaga
12S
SO.
, RBZ
RL 17.06
me oft. 3 2 ood

eh

“nn tentat ake ah

Ts

 

CJ. ‘¢

77 77 PA
M

Me

ea

NON-SLIP Ps
CONCRETE FINISH [
TO AS4S86 j
a

4

Du. ght 19:783_E
4

nn Gp Pl19.950_
Ko

Le LJ. ,RL 20.000
~ DRIVEWAY PROS OVER \o

   
 

 

 

 

 

 

LEGEND

Bd bowel Joint
6

== —— - CONTROL JOINT
Ld

— —-—— - ISOLATION JOINT

PROPERTY ALIGNMENT
FOOTPATH

BY OTHERS S/ AS PER SUNSHINE COAST \~ BY OTHERS

Z,

REGIONAL COUNCIL
DRAWING SEQ R-050

   
 

  
    
 
 
 
 
 
 
  
  
  
  
    
  
 

NOTES:

“7 CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES

2. FOOTPATH SECTION TO VARY WHERE NECESSARY TO MATCH CONCRETE
FOOTPATHS AND VERGE PROFILES. FOOTPATH EARHWORKS ADJOINING
CONCRETE MUST BE WELL COMPACTED

3. CONCRETE SURFACE TOLERANCE TO BE, 3 OVER 3 METRE SECTIONS

&. CONCRETE N32 IN ACCORDANCE WITH AS1379 AND AS3600

5. REINFORCEMENT FAVRIC TO BE SL92, 40 TOP AND EDGE COVER, 250 LAP

6. ALL APROPRIATE PERMITS MUST BE OBTAINED FROM COUNCIL, INCLUDING

|
| SEALANT RESERVOIR AND
[| excene WITH BOND-BRE AKING

BACKING TAPE

 

i

ABUTTING PAVEMENT ao
OR OTHER ; a

   
 

 

 

FILLER

 

. EDGE THICKENING ‘APPROBAL OF LOCATIONA NO LEVELS PRIOR TOEXCAVATION —*
aA aos 7. REFER LOCAL AUTHORITY STANDARD DRAWINGS FOR VERGE TYPE
(WHERE REQUIRED)
CROSS SECTIONS
TYPICAL ISOLATION JOINT (1.J.) 8. DRIVEWAYS MUST ACHIEVE A HIGH POINT OF 250mm ABOVE INVERT OF

KERB TO ENSURE STORMWATER IS CONTAINED WITHN THE ROAD
RESERVE AS PER REQUIREMENT OF QUOM (QUEENSLAND URBAN
DRAINAGE MANUAL). THIS CONSTRAINT MAY BE VARIED UPON THE
APPROVAL OF THE LOCAL AUTHORITY.

SCALE 1:10 |

15 SEALANT RESERVOIR AND

SEALANT WITH BOND-BREAKING

 

 

EXISTING FOOTPATH TO BE TRANSITIONAL TO NEW DRIVEWAY ATA
MAXIMUM GRADE OF 1IN 10

 

 

 

BACKING TAPE
EARTHWORKS CUT AND FILL BATTERS FROM EDGE OF ORIVEWAY TO

 

    

TYPICAL DOWELED CONSTRUCTION JOINT (D.J.)
SCALE 1:10 , 16

INDUCED
CRACKING

  
  
   
 
 
 
   
  
 

S 9.
wm
a + 10.
‘ NATURAL SURFACE TO BE MAX. GRADE AT 1 iN 10 AND FULLY TURFED.
11. ALL DIMENSIONS SHOWN IN MILLIMETRES.
12, SUB-GRADE SHALL BE TO CORRECT LEVELS AND FALLS AND ALL SOFT
POCKETS OF UNSUITABLE MATERIALS SHALL BE REMOVED, DISPOSED OFF
SITE AND REPLACED WITH SUITABLE MATERIALS ANO COMPACTED IN
LAYERS TO CORRECT LEVEL ANO WITH A CBR VALUE OF 19%.
13. SUB BASE SHALL BE A MIXTURE OF SAND-GRAVEL AND BINDER WITH
THICKNESS AS SHOWN ON DRAWING HAVING A CBR RATION OF 85 (BASED
ON 4 DAY-SOAKED TEST)
PROOF LOAD ROLLING TEST SHALL BE DONE 1-TEST FOR SUB GRADE AND
SHALL BE ARRANGED BY THE SITE SUPERINTENOANT IN COORDINATION
WITH THE GEOTECHNICAL TESTING CONSULTANT.

 

 

JACKET 0.5d+25

 

SEALANT RESERVOIR AND

SEALANT WITH BOND-BREAKING

BACKING TAPE
{

 

 

  

 

1200 MIN

 

ne .

5300 (7300 MAX) | DRIVEWAY PLAN
500 MIN. SOOMIN. SGALETAO.
1000 MAX. 4000 MAX.

    
 

ISSUE FOR CONSTRUCTION

|

TYPICAL CONTROL JOINT (C. J.)

SCALE 1:10

4+N12 LASER BAR

      

120 THICK SLAB ON GROUND
SL92-TOP MESH - 40 COVER. THICKEN SLAB TO 200 AT EDGES AS SHOWN. -
fc = N32 CONCRETE STRENGTH IN ACCORDANCE WITH AS1379 AND AS 3600

    

300

 

 

  
  
    
 
 
 

 

 

 

 

Se =
L + j +
SWI. NO 2 Le
SS > snide @ SiC YN Sy SSS oe onPaCTEDS, SS 180 COMPACTED FILL OR
\ “
“TOP MESH » ». QYEQRM Vi NX SYOQOKY EINSITU MATERIAL
SLL LLE LOL LE RLMS, LS RRS RIE 2 cee MoD TO MIN
° . * 2M *
120 THK PAVEMENT SECTION

 

SCALE 1:10

 

 

ISSUE DESCRIP TION

pate | oRawN | apPRoved [DESIGNED GR APPROVED: KM
bo5t0
1100

1/07/10] CH ORAWN: CH pate:

CHECKED, KM [scate.

 
  

 

{

 

 

 

 

 

 

 

 

 

 

mentioned company

© Ins deawing remains the copyright
of STA Consulting Engineers Pty. Ltd
and can not be copied, wholly or partly
without the consent of the above

 

    
 

 
  

CLIENT:

N, R & C TOKOVIC

    

STA CONSULTING
ENGINEERS (G.C.)
ACN 129 448 442

UNIT 1/486 SCOTTSDALE DRIVE
VARSITY LAKES QLD 4227 f
PHONE: (07) 5522 1995 FAX:(07) 5522 1776

j

DRAWING TITLE:
DRIVEWAY PLAN
DRIVEWAY SECTIONS AND DETAILS

    
      

   

 

PROC.

CONSUL TIN G| LOT 13 GRANT STREET
ENGINEERS | NOOSAHEADS

   
  

JOB No:
CE 98868-G

Page 6

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

           

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

        

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

ae eee
B.A. No. -
OTe
1 DISCHARGE 10) 5 CALC ATED USA
_ (eset DAILY MONITORING CHECK LIST
. — nooIOR OK HAINTENARCE PROCEDURES
ROOF AND FLASHER CHECKED FOR DEFECTS amd REPARS, OVERMUICGK,
* ee awe (er (roan Bs Kor HPBUATED OH ORAS,
HIRATIONS FOR OVIRLARD FLOW MAv[ GLEM 11 OF AS 5088
canal oat Ta KOEHATIC Wav (QUATION ADOPTED 50H 2 watt ¢ nents EVERY 3 OATHS (etan GUUILRS, Renu
STORMWATER CALCULATIONS  mascrrismis 2s ea Extn
ot
fm Te ptf te L
YD meth Da - . +5
ABRIED OUT WITHM GE HOURS OF A
1 oa jee ]ou | ow © Geass Porat eae are cansayy (vtal5s, VARS
1m CEYME PLROI ALLY (9 PREVENT
2 wa 13 so ae ANU (OMRON, CE YE LOPEG AUD)
5 a les [a | oe wr
» ww ‘ n 1s tap
GP2 Yuin casar warmer an Ceasticant raant & Gaatt
a mW 1 uz 2
a a 1 ~ Tae s J Wes \OmCaT yom Tekst GRATE
uy COPPLETE MOTH (aE QUT FAA § (RATT
ye OTe!
ACCORD 1D THES FARE, THe GOSS POLLUTART [RAP aDOPIED S OEFRED
foLoveg
an
waren
SURFALE. tw GROSS POLLUTCn wat
1 ame ROR EWSITY POL YELLE
+ BASKED Capacit
ised age
WrPROCaRhOe CAPTAE
R{Teatam AL ST-PASS FlOMRALL
m™
LOLEABLL (LASS “B” GRATE
‘KE COD watl Prt s|5
OR CRATEO Oa six
Bis
a How bets 10 LET Gate
REMOVE Ta RD COLTS.
ws 00 cut) Pe
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1M res
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‘WREATED HOW Ratt ~ieostoe Cass att
‘SO URES: 2|
Sees 8
om
TOUCHES CAPT
REICMIOM AT BYFLOW RAITT 8H
Note outlet
‘HHS Ga AAPMATC REPRESERTATION OT
GRANT STREET
i
PLAN VitwW
CREATES Ten 7 FOR TH CAPTURE UD RETENTION OF SAIS AND SOLIDS Srl (® THAN Jew
1
oe GROSS POLLUTANT TRAP DETAIL
~ AGRAMMAIC Gat, MOT TC SCALE
. . . . . . . .
SITE PLAN
‘SALE 10
> ow ot ue “ 1" te
ee
SCAU TED TAT UNREOINEDT —
Foreva bate [osseraton Sram] == Bore. Sia Tan Dae Ter '
MIKE O'REGAN & Se Path OF WEEE UNE 2010 v0
ASSOCIATES pr uo SSS S COUNTY OF MARCH NLR & C TOKOVIC 10-1708
HYDRAULIC SERVICES Desqned Brean.
STORMWATER-DR AINAGE £ GE-PLAN eon HuO/EML a Project Bnet fimehamen
oe a PLAN—— ory S508 F833] Oo : = — yo — ss +
{DRIVEWAY DRAINAGE ONLY) 5528 26¢¢ Levee ATU = AH pot PROPOSED DUPLEX UNITS AT Swi A
x ie Papin Gold Cooat Wad Centre 9726 [email protected] ls senza a scoters, eo HS 13 GRANT STREET. NOOSA

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

B.A. No. -

 

PROPOSED DUPLEX UNITS AT
13 GRANT STREET, NOOSA

FOR
N, R & C TOKOVIC

SEDIMENT & EROSION CONTROL

DRAWING INDEX

ESC SITE PLAN, LOCALITY PLAN, LEGEND & MONITORING CHECK LIST

ESC2 NOTES & DETAILS

 

 

MATASHA AYO

 

RumASA AYER

 

 

 

 

LOCALITY PLAN

 

 

 

   

 

  

 

 

  

 

 

 

 

 

 

 

GENERAL NOTES

1 SEORENT aM (ROS08 (OWTROLS HAVE BEEN DESICAED mt SCCONDAME
‘WITH To hast “SOR EGOSCH AND SEDWRENT CONTRON, GDEUMES FOR
ODEENSL AMD COASTRUC TON SITS"

LORS TROCTION EXIT AME SCDPENE COMTROLS ARE 10 BL COWSERKTED.
PRIOR 10 AAT (ICAVATIONS 02 CONSIRUL HM WORKS, aN) 45 WOTED

U1 FLO IMETS AND GALES 1D HAVE SEOIMEAS BARUCOS mSTALLEG
RENOVAL OF BARRERS (0 OCLUR ONLY WHEW RIOK OF SEDIMENT
FRANSPORT FON ADIALENT AREAS 15 Goel Ge TURF S LAT]

1 REFLR TO SHUEY (5-8 FOR SPELFICATIONS 400 OCTANS OF

‘SEORNENT AND (6M COMTROLS

rm Ric ton OF evi A FLOW
> heme ga (artes

 

 

O5'
BOY constuction eat

 

 

 

 

‘Stotata 75 0CaPa

 

 

 

ween SOREN) FEE

CCE bag one cet

> ovis LZ TO ae
Ww (0 CHC Dan
@«

FRSA tomer aatRAR = OF AE

‘SeOMeuT tARRER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  
 

 

 

 

 

 

 

 

WON TO SCALE
DAILY MONITORING CHECK LIST
‘HONOR CHEK (RAIRTENANTE PROCEOURES.
1 SORENT LEAVING ST AFTER Rameaat arte mane Creat [TLL aD SWF AGE AM DSPOSE OF SEONG
GRANT STREET Eres ag nasa, OO 08 vse Down GE LAMD Ow SATE (HECK SED AT
SAND REFER TO RAMIEMAMCE HOTES
7 SEOMERT AND ORT BLO TRACED oan ‘ABA AAD SPOSE OF SEOPRNT OW SFE TO
‘ato euup AETAMED ow SITE GLK COuSTAUC tN Et
Ro mG HOTS, WHEELS OF YOMKLES HAY ASO HCO
i nt WO 8 CLEantD Pend 10 UAKOG SIE
3 SAOPENT and €Rosi0u COnTROLS AS HT OCR GEPAR CONTROLS mt SHEAR. LFER 10 MAMIEMAACE WOES
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“Te nontan suuimes, Pants, atns, vases [ban (LEAs AND OSPOSE F PORLTANTS IQ AM APPROPRIATE. WASTE
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SEDIMENT & EROSION CONTROL PLAN SEDIMENT BASINS/PONDS SEDIMENT FENCES CONSTRUCTION EXIT CATCH DRAINS ond PERIMETER BARKS CHECK_DANS BLOCK AND AGGREGATE SEDIMENT BARRIER
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Page 9

Soft Landscaping Specification — Lot 13 Grant Street NOOSA HEADS

. Specifications below are in accordance with the Sunshine Coast Regional Council

Planning Scheme Policy 03 (Coastal Beachside) Planting Guidelines

Landscape Contractor

All landscaping works undertaken by Contractor to be done in accordance with ‘Australian Standards’ & relevant ‘Sunshine Coast
Regional Council’ policies.

The engaged Contractor to be qualified & a BSA liscenced tradesperson.

Contractor to provide labour, materials, plants & services to carry out the tasks necessary for the landscape works required.

Only quality materials are to be used for Hard Landscaping works such as paving, water features etc.

Only healthy, vigorous plant stock to be selected & brought to site for planting. At time of delivery, plant size to be consistent with
container & pest & disease free. Plants must be free of weeds & true to its type & name.

Planting

Avoid planting in extreme hot, cold or atmospheric disturbances.

Loosen compacted ground for planting without disturbing services or tree roots, if any.

Ensure that deleterious matter is removed, this includes stones exceeding 50mm, possible toxic materials, Nut Grass & Oxalis, as
well as other materials brought to the surface during cultivation including roots, sticks, weeds etc.

The removal of plants from containers & plant positioning to be done with minimal disturbance.

Excavate holes for each plant 100mm wider & deeper than the container & loosen soil at base of holes a further 150mm depth.
Fill holes with water & allow to drain. Position plant in centre of hole, set & backfill, ensuring to cultivate planting mix with the
subgrade & that original soit level of container is retained. Only tease out roots if rootball is compacted or pot bound.
Incorporate suitable fertilisers & /or water crystals if required, at time of backfilling.

Rake & finish the surface 100mm below paved level for depth of mulch.

Gently & firmly tap down around root ball, leaving a shallow water depression. Water immediately using min. 5 litres /plant.
Mulch after planting { & installation of irrigation if applicable). When mulch is in place, it should be raked back from well around the
area & the hole dug. Excess soil should be removed or spread prior to placing mulch to prevent mixing of these mediums.

Plants are to be plumb & at such a level that after well settled, a normal & natural relationship of the crown of the plant with the
ground will be established. Water immediately after planting & at such times during Contract period.

Where garden beds abut buildings, ensure that there is a suitable waterproof membrane & that drainage is in place & that the
provisions of AS3660.1 - Termite Management are complied with.

Maintain a maximum fall of 1:3 to ensure stability of mulch on slopes & allow for access for maintenance.

Plant Selection & Irrigation

The majority of plants selected have been included within the PSP 03 Coastal Beachside Plants & once established should not require
a watering system. These plants have been recommended specifically as they suit the environment, the design philosophy & will
respond to the very minimal use of chemicals to treat weeds and to fertilise. :

Should an irrigation system be required, it would feature an approved RPZ backflow prevention device, a rain sensor & back up
batteries suitable for outdoors. Piping to be class 12.5MDPE pipe, lateral low density polythene piping, solenoid valves to be 25mm
Richdel (or equivalent) with flow control, all fitted by an Irrigation Specialist.

Sediment, Erosion Control & Water Drainage

All care to be taken to prevent excess silt & sediment loss. All landscape materials to be stored on level ground to prevent material
run off. If required, silt traps to be installed before commencement of Landscape Works. All garden beds & lawn areas to drain
freely. Exposed aggregate & concrete areas to fall to the lowest point.

KATIM DESIGNS Creating Gardens for Greater Outdoor Living.
Tel: 0412 454 155. Email: [email protected]. ABN 67 044 538 640 Page 1

 

Page 10

Soft Landscaping Specification — 13 Grant Street NOOSA HEADS

- Specifications below are in accordance with the Sunshine Coast Regional Council .
Planning Scheme Policy 03 (Coastal Beachside) Planting Guidelines

Soils
Soils to comply with Australian Standard ( AS4410) ‘Soil for Landscaping & Gardens’. Soils to have a similar structure to that existing
in the area. Approximate topsoil depths: turfed areas 100-150mm, shrubs 300mm & trees 500mm.

Mulching

After settling of a quality plant soil mix & once the plants are in place, planted areas are to have a semi decomposed, weed free Bush
mulch installed to a depth of 75-100mm but kept 50mm.

Ensure that there is a mulch free zone immediately surrounding the plant to avoid any rotting of the stems. Rake mulch smooth to
finish 20mm below surrounding finished levels.

Weeding & Fertilising

Due to the large selection proportion of tocal-native plants, care must be taken in the treatment of weeds & plant fertilisation. Only
Glysophate, a non residual herbicide is to be used to eradicate weeds. Slow release fertilisers that are nil or low in Phosphorus are to
be used upon planting and then approx 12 months afterwards on new plants & trees.

Garden Edging

All edging to have smooth navigable lines & to sustain the movement of maintenance equipment & vehicles where necessary.

At garden & pathway interfaces, the edging is to finish flush so that obstacles & trip hazards are not created. With this site, most the
garden beds abut paving, sleeper retaining walls or fences. The proposed edging for the front garden, where the curved bed meets
the Mary River pebble, is continuous concrete kerbing.

Paving & Pavers in Lawn & Pebble
All outdoor pavers to have a minimum R11 slip rating. Paver dimensions to be a min 500x500, porcelain or natural stone. Pavers to
be sealed after laying for longevity. Paver-steppers to be lined with have geo-technical fabric underneath.

Plant Maintenance Period - 12 Weeks

This period shall commence from date of practical completion of the works.

The 12 week maintenance period must include but is not limited to the following:

Water new plants 3 times per week for the first 3 weeks, reducing to twice per week for the next 9 weeks.

Checking new plants for pests, weeds & diseases & treat accordingly if necessary.

Replacing any plants of the same specified type & quantity if they have failed or have been damaged during construction.
Checking that mulched surfaces remain in a clean & tidy condition & reinstate mulch if necessary.

Keep a dated Log Book of maintenance activities carried out throughout the period, recording the materials & fertilisers etc that
have been applied.

KATIM DESIGNS Creating Gardens for Greater Outdoor Living.
Tel: 0412 454 155. Email: [email protected]. ABN 67 044 538 640 Page 2

Page 11

Planting Schedule
CODE BOTANICAL NAME
TREES & PALMS

COMMON NAME QTY POTSIZE STAKING

  

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ARC aie Alexander Pam a 2Site NO
= BAC ce Lemon Myrtie 1 300mm No
8 CUP ana Tuckeroo. 1 4She Yes:
& ELA ret Elaeocarpus reticwates Bleberry Ash L 45ite Yes
~ z SHRUBS
@ OM seni Acmena smithii ‘Dusky’ ‘Uly Pity 7 200mm No
¢ AUS dul Austromyrtus duicis Midyim Berry 1s 150mm No
Cavend Callisternon ‘Endeavour Bortebrush 1 0mm to
Can lit Callistemon ‘Uttle John” Bortlebrush 2 440mm No
| CALur Catfistemon Taree Pink” Bottiebrush 1 200mm No
j f ERI aus Erlostemon austrabstus QLD Wax Flower 11 150mm No
Le GRE coa Grevitiea ‘Coastal Glow" Grevillea 1 200mm NO
3 CA GRE got ‘i Grevillea 1 200mm. No.
& i 4) —BONOT OVER EXCAVATE BELOW ROOTBALL GRE mao Grevillea 1 200mm No
§ ' | | Foxtel mat rest on boom of hoe, GRE sup Grevttea 2 200mm No
i i LEP Lestospermumiiversdge! Lemon Scented lemtompermim 150mm iN
. . MEL aft Melastoma affine lve Tangue wh 10mm No
i Tree Stakin Detail MEL fin ‘Melaleuca linariifolia ‘Mini Me’ Flacleaved Paperbark 2 150mm No
if Wot to Sete PET chi Petrophita shinleyae Canesticks a 150mm No
RIC par Ricinocarpus pinifotius Wedding Guth 2 150mm No
i SOM jun Sowerbada jt Vanilta Lily 6 Asomm No
3 WES fru Westringla fruticosa Nathve Rosemary 14 200mm Ho
a . GRASSES & GROUNDCOVERS
i Shrub & Grass Planting Detail AEC 3pp. ‘Aechmea species Bromeliod 7 140mm No
i Porton lant incr oy, ot tk wt ing ASP aus Aspteniumn austr fasicum Crows Nest Fern 1 200mm No
4 COR pet Cordying petialaris Broad teaved Palm Uty 12 150mm No
8 COR ru CortyEne rubra Red -fruited Patm ty 9 150mm No
z serene OA cae Dianella caerea “Little ess! he Pax Ly 49° 40mm No
a OF gra Ointes grandiflora wd tris 27 150mm to
Git, Guznia species tromelind 7 téemm No
i ) HIB obt Hivtenia obtusitotia Giinea Flower 1 140mm No
2 i HIB sea Hibderda scandens Guinea flower ? 180mm No
: | LOM con Lomandra contertifota Mat Rush 50 140mm No
‘ LOM ton Lomanda lon gtatia Tanita’ Mae Rush 49 omm No
1 PAN pan Pandorea pandorana Wong vine 2 140mm No
} SCA cat Seoevola calendulaces une Fan Flower 5 140mm No
¢ VIO hee Viola hederacea Native Molet 28 100mm No
\ | via S00. Vrievea ‘oecies Bromeliad ? Mom No
“ Exdsfing guarden bed -
‘fy hoe fargo neh latin aaron wh de
10trera wddler © Geypar ten Cordele
‘Loosen eof of hase of hole @ 150reen, @ eftenter & ater © dren
NN.B. This ptan to be read In conjunction with KATIM DESIGNS Specifications. Pages 1-2.
Legend
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CLIENT: N.R.& C. Tokovic pL
SITE ADDRESS: Lot 13 Grant Street
Tek Eke. \ . Noosa Heads QLD
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ramen GRANT STREET = THRER ods FEACE smn SCALE: 1:100 DATE: 19 Apnl 2010 DWG:01
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eEnEiG aw FS seneme NCB:This plan to be read in conjunction with Burleigh Design Plans
| arrears
———— KATIM DESIGNS
oct te ———_— a Creating Gardens for Greater Outdoor Living
‘edge of binmen \ 1a, MONA MARY ROVER PEBBLE

7 Tambourah Dve Benowa 4217 oe e
[email protected] Sot, @.
Mobile: 0412 454 155 Peuegy @ &
abn 67 044 538 640 =—

  

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