08/0215 - Approved Plan [As Published] · 142008.215

Page 2

ficecePy

 

 

  
  
    

 

 

 

 

  
 

Chl beShoaca ans Of any construction aciviies he feloweomemeures

x

© — Provide education of ake personnel
* = Sat up action plans as 2 precaution in case of disturbances occuring
eapecialy after an unexpected strong rainfed event

    

 
 

Provide reguier inepection and maintenance of ail structures including the

  
 

 

 

  
  

Provide temporary
swales and cut off
drains os construction
progresses so os to
ensure the runoff is
always discharged to the
filtzotion and
sedimentation sump.

  

 
 

 

 

 

 

 

 
 
   
 
  
  
 
 
 

Gaotertile tobric,
Bduen US4 oF a

ALTERNATIVE 2

 

SEDIMENT TRAP

rawrormmary.
‘Tao tempenehtly for ol meramerws reguriing he covimart ens eras casted ding canaination shat be mith at

CONTRACTOR. The costar stall appa ve ata everaber, Maal the foramen to he maapamatht fr,

‘ta inaatin of din pata aaah 2 omsien snd vane, wut of smaten, eaheh drab ant wetwuter burke. 18 ot
Guee memnawe dat crnse io nowt is Grasiad ts ths codmartatina hack desing consieestan.

“Dynan end eee dom ofc oul et byertndes emets a a al bo pernd ext
ead eapnens:

‘—tnatateian gad mabrnnanan of tha sedinest cone fete el sevatd Ors putirater as sieswm be pts
‘semand of teams, sendiaaga and hang 06 wel 00 Dee soimentates beste tur coh minted erat

~amoat af a erty path end the mtu af padimant tanciar te ba sbeul ih pariodier eoatel of camireae

wtenteny
‘Swepenane ober menben of st8 206 tout by eunete

‘wanes aneaghh ther extnstion dosian ae presided for Be cxtuetion ot ly Tas went oo eave, betes, paper,

hat ent sine bang reste et oP.

‘"*uamase fl stactptinn fer bath bananing ond extgeing quads bs pavtenter Cots und wants www Gsty ead and wet

Stecing Obs pute ane ag cat wl ena

‘eer ha fee pets af earmmantar ol ot nee ering eonelnetten und wen ewsice, contigs, tates end eer

saanages © anmco the renal! n Gructad t tas cadimenttion boom ae tues,

scrim
(a cans of cafe carl evantn tha airutng ian pen cS be Reed eit compeembly stan aha by re
(CONTRACTOR:

 

 

  

Sunshine Coast R
Devetapment Permit Operational Works

 
 

Under no circumstances may Plan &

picket

Sedimentation
trop.

 

 

from within the wagitte ten.appeoval of Council.

Concrete mosonry
diocka (180 series)

GENERAL NOTES

These Orowings ore ic only ond shal be read in conjunction sith oll ratevont
Wentectural ond’ Geoet Coneunants. Senge ond spacticobrns On olver erkten
iratructions thet may be mses Gutig the course of the

dey Gucreponciss small be Feferred to Ue eupervaing

Notes wediment contact
1

8
3

4. Solety issue must be considered at of limes, incorpote trotfic conral devices to the satisfaction of the wwperintendent,

gional Cons.
20G >

 
 
 

doe ra gue wane NEOB
120m tong

   
  
     
 
   

Blocks to be

contract.
Officer tor decision before

Temporary droimege control. Flow should be diverted oround the work site where possible
A cremoye, wanton and padeneck conlzow la ba mnatoked ond be operational balers commencing up-Mope
‘48 control meamares to be inspected ot least weekly and after significont runolt preducing storms.
Control mecnurem mney be removed when on= tte erosion i contromed and 70% permanent soi!
Soveroge is obimined over of upetrecm disturbed fond.

‘Wheel - woah er sproy unit may be required during wet weather.

   
 
   
 

nlene indicated ctherwisa,

0 flow path should exist oajocent to the field intet
‘banks moy be required.
by © horizontal timber foil at block join height fined to timber stokes ot comers

at OM times, incorporate ‘reflic control devices 10 the vatisfoction of the Superintendent

    
 

 

   

LEGEND
. Olometer
08.  Cwonent 10 wurtoce
—— bsisting storm water fon Escort En
Storm Woter Drainage BR he Hate
« \eapection Chamber
— « bevel Level
KaC Kerb & Chonnel
mo Prorter ovtiet
©- Down Pine RB ——Recl Property. Boundory
RPO Rol Proparty oeecription
ner Cccentric entorger wo Ron water gute
© Frc Bape Wonte & Surtoce Lovet
SW Storm woter droin
a CP) Guy Pit TSA) Trgney grote onmvarse tor
i Trench grate longitudinal bor
emma Sediment Fence we areraround
uno. Uniess noted otherwine

mm Sediment barrier

 

 

comact: Reinhold Koenning teat RPED No 7023
bovine ab as7s
mens Pu: seas 264s

wy. & 4

K. & V. BRACKEN

AROATECT
ANDREW MCKELLAR DESIGN |
‘PRONCT: PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE

  

SEDIMENT & EROSION
CONTROL PLAN
OPERATIONAL WORKS.

    
 

 

 

RPD:- Lot 1 on RP69BES

Page 3

2000h rendered blockwork

over existing
retaining wall

   
    
    
   
   

 
  

   

  
  
 
  

 

 

 

 

 

 

 
 

 

 

     

 

 

 

 

 

 

 

 

 
  
  
 

 
      

 

 

 

 

 

 

   
  
   
  

 

 
   

   
  
  

 
 
 

 

 

 

   
   

   
   
  
  

 

 

 

  
 

 

 

  

 

  

 
 

  

 
 
   
 

 

   
  
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

3,205 26,790 1,000 10,767
re T
i 7,390 3,210 6,590 __ 6,990
200] 1,000
200/190 6.810 190 3.210 190 4.410 190, 1,610 2,610 1,700 _ 4,900 90 00
| My
4190 6,100 16,210 ff 5,500 no 190
<a © f
E 3 £ |
ue 8 stair details: N
a § [email protected] | 16T @ 250mm
3 zone of influence stair to be 1000mm min V
* shad clear width
isting 2000h rendered bork wall 190, —_a 2,000 1,310 7 AsO 0°00" 41.762 —- oo
al
oO tee ns im +— © T
5 tit fontrol lift pit: FL 1.42 entry path omen &
Kp ewe 8 SW ops — ae prose a i
EMM AS Rf NY. fo) DP D00h glass pool fence D intercom —t
7 (P2727 Z1 _——SS— = oO
slatted screen ~T: ere 1 -—| 2
seamless epoxy flooring < point [ = > 2
finish to carspaces | hose point seamless epoxy flooring
finish to carspaces 3
3 AN a
/ RW tank \ 4 N Or
a 114 5 = oO
see hyd detail shaded area denotes & w © oO
false ceiling at 2550h 3 nN rom ©
_v a _ Mo ol
- | 4,000 & ~
visito o @
2,610 3S a
2
slatted weuan tb E
in D
a 2 18 8
J| TT ~
pool pump oO
gar den enclosure Ye A
oe ae ZN ‘
Metal Art Industries g| 1000h rendered block wall slatted screen
Supersiat screen
¥ powdeycoat finish J)
” ——<—
dN fe 1500w
- footpath @ ‘ Wr eotoet specifeation
» a A »
“7 VW
1.25 ms 12 back of kerb 1.20 1.18
10 TOS 1.06 4.04
concrete exposed aggregate existing square stormwater manhole lid ‘
existing crossing to be removed as selected to be replaced with circular standard MH lid
& replaced with kerb & channel, to satisfaction to local council
id surfa tion t
Couneil Standard specifications the cockleshell
1 so], #0 27,210 oh hs 90
00
19 3,010 10 0! - se ~ _
03.0 4190 6.210 190 58 200||),190 3010" | Suns. ne oe. }\.nab@oun’ 1
1,200 _ 3,790 5,610 6,590 5,810 3,790 1,000 Developme-t P
tT Pee Pape OD — KOE Di
3,544 26,790 1,000 ‘|500 RECOMMEND OFOR PH OVAL
Under no circumstances may th our g
note: Som with the nto arrs vai ot Vuunell,

total enclosed floor area (all floors): 490sqm.
no requirement for fire hydrant / hose reel

 

 

 

under 500sqm
no. date amendments
A 11 Mar 08 | Driveway crossing amended to 4500mm wide.

Front fences amended.
Modify existing stormwater manhole in Cockleshell
as required by council.

 

 

   
   
    

design

PO Box 1222
TEWANTIN 4565

andraw tnckellar

PLANS APPROVED
Date: eee ee eee
Name: AR

Signature: ..

Delegated aot Ons J Oficer

ground floor plan

  
  

    
  
 

 

Location Drawing

  

Client
K. & V. BRACKEN

Project

PROPOSED DUPLEX

 
  
  

FLOOR PLAN

 

181 GYMPIE TERRACE

QBSA reg. 65073
NOOSAVILLE

    
  
 

Drawing no.

 

Phone/Fax:
(07) 5449 9066

18.0707.1.1A

PALE.

  

       
  
 
   

  
     
  

 

manship and materials shall be in accordance
with relevant current s.a.a codes and statutory
authorities requirements

- all dimensions and levels to be checked on site by
builder before commencing work

- do not scale drawings

Scale
1:100
Date
SEPT '07

        
  

Page 4

 

 

 

detention tank type precast concrete, detention tank type precast concrete,

underground brand: ALLCAST PRECAST underground brand: ALLCAST PRECAST

with 50 siow leak for 200Q0Litre for " " _ " with 650 slow leak for 2000Litre for
detention.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 
 

ing of covered
rk directed to

  
 

 

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A AY

TSTS0 Over

 

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e KC
%50_slowleak

oe ——

$150 Overtlow-—— aad/5 |

Th $50 slow leak- Ye

  

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300sq 300sq _ ot UTE ~~ |o205
BI es eee Se 5 ad “ ” ' sf ee 0 eee 2 4
Provide 250mm wide Ta | Existimg stormwater manhole; - ~
sw. sw. sw. Sw. Sw. Sw. eg ey we L ans
Sw. Sw. Sw. Sw. * $w. i SiW- Sw. ~ + Sw. Sw. f W- Sw- Sw. Sw: Sw. Sw. Sw. Sw Sw. Sw. Sw. Sw. Sw. Sw. Sv

hy | NOTE: : 2 -

i Sy . 2 x

! KY Convert concrete slob into e S

pi standard stormwater manhole

   

  

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

    

 

 

 

   
  

 

 

 

 

 

   
      
 
 

 

     
   
 

 

 

. 3oh ide lid as part of footpath. works.
bee a => ach el aes een — J ———_— —== = -
, oe ae eee — i NOTE: 4
= SS Tee pe tart ae ~ Levels and invert levels of the existing utilities such as stormwoter manhole
on discharge groted drain and stormwater pit could not be determined at time of design, hence are
ot Qbheve strainer eosket subject to survey. Ensure ail stormwater pipework maintaines the following
For Maintenance refer P00 for #100
"Clearmake” maintenance 1:150 for #150
Manual, Refer detail 1763-3 1:200 for #225 and larger
STORM _& SANITARY DRAINAGE
[Amd| Description Date
{ — —. _—--- — — . 4
| ~ — - 7 L 7
_ 4 |
|
fe __ _ i _
T T
Ln ee ne ee ne wean ae
i
A_iStormwater revised as per conditions 4 & 5 12-03-08
. issue Notes te |
690 Galvanized Metoi—Class B -_ cn — __ wees For Development Approval : _ r __.
Trench Grate | : [For Building Approval Xo we _. 1479-07 |
Accor EEL | For Tender. ____ i — 4
Trench Grate Sewer Easement For Construction 1 _ 7 i
60 540 60 i \ As Constructed ! |
Perforated :
SS Mesh Screen | septs / i \
—_ i
| | Poly Sit Troy ; Mi fhydiraciie
or Silt Interception | | Baling Series Gaginsars
© ;
8 Fernco Fitting | i i
Optional Flow By | | contact: Reinhold Koenning MigAust RPEQ No 7023
| 3 i PO Box 1176
- ae a = 7 ~~ a em a ~ Buddina QLD 4575
2 . ‘ email: [email protected] PH: 5444 8645
2 : : . | _____._._www.conhyd.com EX: 5444 8224
' : CLIENT :
Underweir Le . . H cee
Baffle K. & V. BRACKEN
- - | ARCHITECT: t—<“i=‘ C;W*~™ —
g Sunshine Coast Regional Gouncil ANDREW MCKELLAR DESIGN
Development Permit Operational Works No: LOE GLE, Perantr PROPOSED DUPLEX
181 GYMPIE TERRAC
| RECOMMENDED FOR APPROVAL NOOSAVILLE E
FRONT ELEVATION i secssessveecnumesetqusset sagotie caatesseess [DRAWING TILE:
SIDE ELEVATION | Under 9 ci stances may the Plan & Specificatio +B: departed
front within 0» written apcroval of Council.
n
\
on CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE PLANS APPROVED STORMWATER
4 Scale 1:20 OPERATIONAL WORKS
if cee
— Ppesion RK Checked) 07 "Dag No,

 

ON At uno. 4 oF 5 1763-0-1 A
RPO:— Lot 1 on RP69868

SCALE : 1:100