08/0215 - Hydraulic drawings for stormwater, erosion & sediment control [As Published] · 142008.215

Page 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

        

 

     

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

Provide new teeminct monhote (tH) a3 specified by Noosa Shire
. 190 genton
” te tt ea Struct ee cover
> en * 7 te
[Provide side entry 7 from OP's = | 00
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Oya corr . Cyyiga || 7
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18 & DETAIL SCHEMATIC
| Pp a
| ~
| m
{ W ' 200m : g
} Li vst Bip Govornea kab :
1 hs oxegior to moteh bere Z
pt a 3
Tp —
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ramp to lang. S53
7 oo eee Rt | % 75 x Smm GoWonised 5
s s s s 3 s 5 es s 3 s 8 n MS section 1. UPVC pips to be 100mm heavy duty DWV
2 ¢ ass. SNE
e 8 2. Al sleet works to be not dip gotvonises
5 Connection filling 3. All joinia on PVC pian to be soled with
bock of 1.20 Lis refer Oeted “* wohent weld cement (lye Nor F), oF
Lz su 2Serin__75min rubber fing. joint.
Ter Tat 104
fEonnect to kare &
lchannel ox per datall THE COCKLESHELY ~ J

 

 

 

 

 

 

 

F connection of #100
te 128 1 78 x 6mm
MS section

>
| dip MS connection
T
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v—
Senin

 

 

 

 

 

 

F approved equivolent
deoled with whcone or

 

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Apply te tecal Authority tor

  

— Poa
ale

i
ad

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 
 

 

  
  

 

  

 

 

 

 

 

z Deseription, Date,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOVITSAL SIGwAs

 

 

 

| issue, Noles Dat

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

oa]

 

 

THE COCKLESHELL

   

 

vert |

 

 

 

 

 

 

 

 

WATER SUPPLY.
Shot nacanhyd fom Pit: Sate Bb4s
sine contyd.com FX 5444 0720
® al cant? 7
“ K. & V. BRACKEN
“ ARCHITECT ¢

 

 

 

' ANOREW MCKELLAR DESIGN
PROECT: PROPOSED DUPLEX

Q Rubber 181 GYMPIE TERRACE
: ring seo! 182 NOOSAVILLE

 

 

‘eg

 

 

 

 

DRAWING TITLE:

 

GALVIN OR EQUIVALENT
¥ HEIGHT FLOOR DRAIN

not fo scale GROUND
| HYDRAULIC SERVICES
x X
a) ® (8) Dosgn] RI [omectes] 3207 | Oo Ne,
ROOE_PLAN sexe :1100 wai unal 2 of 8 | 1763-2

RPD:— Lot 1 on RP69868

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

  
  

 

 

 

 

Page 3

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ap
2 eB
z @
Spitter Root
us : 3 E20 : r
root 7 ' 1
ae . 1
wo ! 3!
, = ! < 3
bad “zip! water ide t 1
, = > hater? A t sn :
e 2 beater Second Floor U we EC '
Sining 8 . i os
Tring bee. FOCURE DISCHARGE 00
. A 4 PIPE OA,
PR

ed . «30 * 8
She sa l
; “ - wo c 100 g
f cy Sk 30 a *

5 u 50

= Sote troy 50 First Alor
x fw comers z
© 120 100 rou o
Spitter
120
Be Anotow
é g gl 8
Ground Floor

 

 

 

“ou 6700 uPVC
NA! VATEO!

 

 

Second floor

Prodde RECAU pipe]
in RENAL eonduit
troughs slob

Firsl_ Foor

 

O®
~ ie
iain

 

FLOOR’ s 932
Ground Ror cOn4
st ce

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

932 master,
meter &
Description, Date
2
#150 &| 200W Trench Grote.
Tsu notes, Rete
3 \For Development Appraval
= [For Bwiking Apgrowo) x 14=9-07
TOP ELEVATION For Tencer
: For Construction
Gotvanites Metol—Ciose B las Constructed

 

 

 

 

 

SECO! Of Ss & SAI YY DRAIN,

sso | Grote
Teeneh Grate

  

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

   

 

 

 

 

   

 

 

 

 

 

 

 

0 320 20
2
[a3]
% SS ae Scania com Pre 5446 8645
set L | cernce Feng aoe eo Fx: $444 9224
ss TENT:
"| 2 heater 3 |} option Rew sy kK. & V. BRACKEN
dining we al 2 #100 8 ARCHITECT =
on ® 3 = ANDREW MCKELLAR DESIGN
bed 7 ay Some PROVECT: PROPOSED DUPLEX {
v . 181 GYMPIE TERRACE
1 oo NOOSAVILLE
gs Q DRAWING TITLE:

 

 

 

 

 

 

 

 

 

 

 

” " Lo

870 780 FIRST & SECOND
FRONT ELEVATION SIDE ELEVATION Her tc sevices

 

 

 

i
tledel Ei

WITH TR!

 

 

 

 

 

Scele 1:20 dew] RK [creche] [sere $13-9-07- | a .
. (see : 12100 oa uno 3 of 5 | 1763-3
(RPO: tot 1 on RP69868

 

 

 

 

Page 4

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

    

 

 

 

 

  

 

 

 

  

   

 

        

         

 

 

 

      

   

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

Fo way Sa oe ae Lae eran tens
bt oe secae erground trond! ALLGAST RECAST na tees NieaSr PREC
ro oon I ere nes Ae
lproperty
|
by
! LYY™D, \ SYED, 0
4 Yd tilly
| Oy ‘iyi gp s
| epiyy Lip <
\, ilygs 7 2000 A
|
iE “ison im eéeser fo match wo ig
\e wang {3
i 14 :
| a i
I - \
| pti % 7% x 6mm CoWvonived Natsa:
| MS" section 1. UPVC pipe to be 100mm heovy duty DW
W class SN6
| 2 A teat oe be ta
K cones & AP ee wot
P un ues corenguen Sa a Cll oe,
7 J

 

 

Fitting for connection of #100
PVC pip to 125 x 2S x Gem
lus section’

 

 

 

 

 

}

Le X SECTION B - B

Hot dip MS connection
1.06 fitting or of
pipes

mor

 

2
25min

 

 

 

 

 

 

 

 

equivatent.
silicone or

   

 

 

 

 

THE COCKLESHELY

 

 

 

lchonne!_ os pac detail

 

 

 

 

 

TOR, ITA IN.

 

200W Trench Grate

°
a oe Description Dole
a
8

 

 

 

 

 

 

 

 

 

 

 

ee

 

 

 

 

 

 

       

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

  

 

  

TOP ELEVATION “
Golvonized Metol—Closs B ini . ies Not
490 g 890 Grae tet Metal Chose Retaining woll ox specified For Development approval — Bale
Trench Grate HFor Bulking Apprgvot x 14-39-07
COCO IFor Tender
x Trench Grote ‘Sewer Easement For Construction
bs Constructed
20080
Side entey
sith grote STIS Se
aera Construction Mydraulle
Beliding Service

Noturel_ ground

of neighbouring

 

—t; #0 38 60
Perforated tease | | ©
3S Mesh Screen N
Poly Silt Tray
ns for’ Sit Interception

  

‘SW Eauemant

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 pt Femce Fitting
j_—+— Optional Flow Gy contact: Reinhold Koenning wéAust RPEQ No 7023
ond PO Boe 1176
a 2 «#100 g Pr: 5444 8648
‘ a een Fx; 5444 0224
Underweie
Gottie Z Z K. & V. BRACKEN
SIDE ENTRY PIT DEL, ARGATECT =
3 Q a ANDREW MCKELLAR OESIGN
PROJECT: PROPOSED DUPLEX
76" a0 . . 181 GYMPIE TERRACE
. NOOSAVILLE :
FRONT ELEVATION SIDE ELEVATION . ORAWING TITLE:
w :
STORMWATER
. OPERATIONAL WORKS
Dear] AK [erectee] Top
1765-0-11

 

 

SAE 11:10
(RPD:- Lot 1 on RP69868

 

 

 

 

 

Page 5

 

 

WAL

-

 

 

“N
xi

 

‘shail be

ONIAWd

* Provide education of site personnel

 

 

Provide temparary construction
detail, The runct!

pot sufficient 0

for clesning.

 

 

:d to tha temporary

lyrea provide high

temporary structures.

Cael be he eresea nt Of any constuction acts tne fohowog measures

4

* — Setup action plans as a precaution in case of disturbances occuring
especially after an unexpected strong rainfall event
. Provide regular inspacton and maintenance of ail structures Inctuding the

 

 

 

 

 

Temporory Pump eut sump
reter detot

 

 

 

 

 

                             

 

lei
Les"

 

RB &

 

 

118

 

 

 

Provide temporary
swoles ond cut off
droins os construction
progresses so as to
ensure the runoff is
always dischorged to the
filtration and
sedimentotion sump.

 

 

   

GENERAL NOTES

Acy Giscreponcies show be referred 10 ine supervising
proceeding with the work,

Contracter shod verity atl locations,
gover to pipes ore correct and obtoinable prlar to commencement! af the work,
The excct locetion of existing, od proposed services, snot be verified with

the ralevont Authority, or oiner trades 09 cpplicabie,

STORMWATER DRAINAGE
Underground pipework shot! be 100 dio PVC class SW mun grade 1:100 U.N.O.
Ocwnpines shall be 100 Ole PVC class SW.

COVERS & FRAMES

 

Invert levels, surfoce levels, ond

    

 

GRATINGS
Gretings for aterm water te be “foston, Gotie” or oppraved equct.
mendations for loading condition.

to be cnome ploted brass

Notes sediment control:
1, General
{g Terzrery croinage conirct Flor should be diverted oraund the work sie, here prnie,
b) AN croinoge, aroiten and sediment contrats la be instotled end be operational belare commencing up~slope
earthworks.
{5} SE control meosuren tobe
{c) Control mecaures moy be removed whan on-site erosion is controtled and 70% permanent eod
coverage Is obtained over all upstream disturbed ond.

 

eS ol leost weekly ond ofter signilicont runoil producing storms,

2. Sediment Fence
(0) Use woven tobsies

3, Tame Construction Entry/Exit Setiment Trop
mater runolt to be diverted oway tram antry/axil,
= wesh oF spray unit may be required eat

   

  
     

wottic cantrol devican to the satisfaction of the superintendent,

 

 

1.04 S

GUTT,

BT 1.10

   

           
    

 

7, Safety inves must be considered at oll times, Incorporcte traftic control devices to the sotistaction of the Superintandent,

 

 

 

 

 

   

        

      

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

  
  

 

 
 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

LEGEND
‘
co.
nw ing storm water fen
———— Storm Water Droinage an
Ic
—+9— gi Drawn
. ue
F42 Fobric to AS1304 shodecth @- Down Pipe Reo
ie to ate
Oesturbed ovea Red
Geotextite fabric Geotestiis Fobric [ — nen Eccentric entarger Rw
Berm {300mm min neignt) On, ond F42 ™NG = Floor We x
© rwc. Far Waste 5u
ae { uly Sa
o i Sw
Overton omen 50x50 Hw stak GP1 Guy Pit
Posts steel picket thew , ne! stake or stect 6 I6(t
Geotertle fobrie, Ceiven 6OOmm ‘nto ground —< picket 1200min tong 16 oi
Bidum U34 er similar. me — Sediment Fence “3
a ; Vine, Unless noted otherwise
JOOmin vertice! overtop of fabric mm — Sediment barrier
Runett trom pod
giectea to. secient
Kap Crushes or gronnuler material,
Groding {o Tab! 4 of OT
Undistunee oreo Specification MAS11.03
ALTERNATIVE 2 8 Bock d Description Dole
R — g
SEDIMENT TRAP SEDIMENT FENCE DETAIL 3
730 3 :
Flow direction 80 Flos deecton § ae 90
=o! sod ao
Lele Concrate mesons tnlat with grate
oP ood Biocka (150° sevice) “ame inne tes Da
SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN: oo r 1 1 ' For,  Bevtoprent Approval] 7 F
oo of § x ta-as
Pol od 3 | a oan
© Oasecrve: or 5 J A
‘To inimian roto on she ard erie sackman a ck washed down to Pr recaiing wevteremye du to conaucion ars gz
ites eeeg be HEA
+ ueoecanon: 300 a \
Erevronenent Promotion Ack 1904 es
(Envvorerarta Pronaciin Water Potcy 1997 . RRRRARAR RAED
‘Tho grated Panning Act 1087 3
+ semana, Y .

   

“Tha reeponetaty forall meewuras regeding the secimant and erosion contro durrg core ucton shal be with ih
CONTRACTOR. The corrector shat apport ane etetl merrber, kdeahy the foreman ta be reaponelte lr,

"he locaton of tein pacha much as eueaes and Wenched, 0 off pwning, catch draine and parmetar banka, AR of
{freee maseuras shal ensure tha eunct ls dracted 10 the eecimertation basin during conatruction.

‘he wenie end wash down of eters and goods in pariads concrete and camert aha be separsned, wet to ry
and dapowed of

‘stretaation and maletenenca of be pedimant cortel fences all around th partater a shown tn plan

‘cone of lencen, manadomga afc talus as wl oe Ira secimactesin beein eter each rida overt

‘moore of a entiyAbtk path are Che cinletzation of eackmentraneiar io the street in particu contd of concrete
land euthrnoweg vahicos

‘eupandn cones members of ott are Wwed by exarede

‘seneura enough Rie coflction Gaviogs ara provided tor the collection of daly iar much as carn, Dots, paper,
uta ard sfao bubdieg meter at fT,

‘ensurn of sockpiae tr bot dncarning and outgaing goods In paricar note ened wands arn caerly ected and not

 

Hmm wire netileg Of S808 conceate mesomy blocks
(150 saries)
Overflow

   

 

PH: $444 8645,
Fe Sasa 8224

 

Runoff water
with sediment

 

   

 

 

Filtered water

    

K. & V. BRACKEN

ARCHITECT
ANDREW MCKELLAR DESIGN
PROPOSED DUPLEX

181 GYMPIE TERRACE
NOOSAVILLE

ORAWING TITLE:

 

 

  

Seaiment

 

Frela Infet with grote

  

 

PROJECT:

rommran fy aneure Uru rut? le rected to Be sedrertation beeln otf nen,

= agnor:
In cote of roar ronal everts he tileing econ plan shai be folowad and reepormiby locked efter bythe

 

SEOIMENT & EROSION
CONTROL PLAN
OPERATIONAL WORKS

LF

Dea. He
1763-0-2

‘Tohack tre rece and irgrorrs thw bares M eequred.
REMEMBER: EACH RAINFALL IS THE EVENT TO ACTIVELY WATCH ANO CONTROL THE RUNOFFT

 

 

 

 

 

 

 

 

Pram] RX [ovo] [eve [23-9-07

om arvuo| 5 of §

 

 

 

 

wen: 1:100
(RPO:~ Lot 1 on RP6SBES

 

 

 

 

Page 6

 

 

 

Lot 1 on RP69868

LVN SEUNG ss

DRAWINGS
DRAWINGS FOR BA

 

 

 

    

             
       

   

      

 

  

 

 

 

 

            

 

 

         

 

 
          

                      

         

  

 

   

 

      

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 
  
   

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 
 

>8re

AT
181 GYMPIE TERRACE 1763-1 — GENERAL NOTES & LEGEND
1763-2 ~ GROUND HYDRAULIC SERVICES
NOOSAVILLE 1763-3 - FIRST & SECOND FLOOR HYDRAULIC SERVICES
eee DRAWINGS FOR OPERATIONAL WORKS
for ERRACE 1763-0-1 — STORMWATER OPERATIONAL WORKS
K. & V. BRACKEN 1763-0-2 —- SEDIMENT & EROSION CONTROL PLAN
oe” “ey .
GENERAL NOTES 3 o “
Wetar Supply ond Sanitary Drainoga hor been designed and shall be constructed in = aye
weisaanee an ine aie) slansons Suvercey” Lon, Bi. Stondard: Weer Suppy Los, 5 f %
eae 5 3550. ‘on votevont ‘s . p
i rs 1. f Management
in comune
Architectural ond athar conzuitants drowings ond 3pé ions ond other 2. To list of) in fiow fi ing devices like leaf e#olers
Ea drotponcies Sl be refereed tothe supervising officer for decision before on o ¥ at OP's ond other
a ee 3. To keep ond maint of cleoning
- 7 7 4. To clean devices inctudin t flush storage tonk
‘ -os to manufactures spe ion
Fre slop collurr to be used of ot plastic pipeeors penetrating fire | -minimum quarterly, but ly in rainy seoson
construction. — > after eoch mojor event
SANITARY DRAINAGE | 7 *, ae se 5. To inspect and clean tenks minimum once yeorly
‘ he | © .
dreeraune sipenar aah be, 190 di IME OW, min grade 1.60 UNO we tee 2 Te nats ond manstein Oeany oud tixtores: foe
eeehoes Pipeware 2 Oo . a, edn “iccti
enor Suspended shall be “Coesprene” or < '% reuse/wotering/irrigation as to manufactures specification
vpewort to ad teperaiar Mot be HOPE, or Vireous cloy «ith j
nber_rings.
wspection openings brought to surface in paved or concrete 4 3
Srcoar of ihn ehuga he howe Grows cops. 1 4
STORMWATER DRAINAGE Wd x.
SP1S2285 aie r= 3 Retcining wall 0s specified
Sin membrane ‘lamp where regu we if
te, e z
MATER SUPPLY. os. wo, wt my vee st 870 a 2 gt toe Sodaant oe
GHG" Estent om tng rip oy be 18 er man eag S505 cm ve x re Develonm
1 ecuiting teste be lnmuloted o 200%
peer  n  en 2 ek J
4 rovinc 1 o { Sno Sie RRC
\. Siometer ox apceifed
. Noturat ground
Exposed 3B : Bf neighbouring
Rjacent te Geeta! meters « Si prope SSS
we . t . ae. Sefenoid TYCO BW series 2 yO
BACKTLOM PREVENTION a at co * pgrare RRR
Provide RPZD to any iecgation connections. ane mmatly Closed and floot opersted ARARA
COVERS & FRAMES | 4 js RRRS
chat B33 ae! Sar gee ty * Mioter supsty te Nb Screen
Sect tin” 26S Sh io math "— oe “«
ity Seasa edging. oe weceited
fil covers to be stomped “SWD” or “SEW os opprapricte.
‘& Frames to be “Foston” ar aqual opproved. ue
GRATINGS —_— Sd 4
se ES Sin, Ege fs ap
sor waste grates to 08 eMome plated bross sp145412 % a Pere gut eff ein. 1000
se. : ,
LEGEND Sve“ eS 4 cornet open) on Oat
24
ese P0930 J Geacegtion im
slorm woter Oo
Existing house drain cs
Senitary Dreimoge or
vent Poe oe :
Pen si Enlarger
EE oe Erie! Side
e . sionecmer cnoltstege pressure oume HMBO-O6T
— FHR ———_— pressure switch options!
oe Cold Water Riser et oom So!
B= dom Pine or j «|
Oo Stock Se : L [pe fates Dae
tutly Man Hoe re em a} of Development Approval
@o= Met & MM oe i haga get Se eee ERG
voup, von HCB en a 0 a a a ne - - IFor Tender
@- Eduet vent HO Note, q sore For Cenanion
o> a Induct vent HE igh level onombee Pk Pere Provide monquilo sole it ovo —
CG set water vse © oterfloe ond inflow screening foe las Constructed
On ™ EEE BETIS te suoce WW)
@- « Kécc Kerb & Chonnal Primary
@— Non polable riser ha 20 Big
Nav Hagler 20 Bg
<-@ pom water meter Po

      

    

 

 

 

 

 

    

 

 

 
  

 

 

 

 

 

 

 

ce Vane £9. u ATION_ SPI
—3 Mm Hose Cock RPD. we BS erm for aetoits of fitrotion refer Total Woter Solutons * i,
Teen Eccentric enterger = Tenoging wove a pe cetermined | commact: Reinhold Koanning weave rea se 7028
wee caer =
Hen Erierg ee bie te te ne y ‘a@connyacom Ph: saan oes
Gon overliow Reet Cully $L ark "NON POTABLE sinyd.com Fx: 544e 8224
} COENT
fo « & Seo :
ie 3 1° tchen, loundry & bathroom K. & V. BRACKEN
fj * Sm ie to comply with the AAA Water Conservation Rating
Tt tauniy wn Cm pee System as defined by AS/NZS6400. eT OREW R DESIGN
‘wortin rel 5 : Provide flow restrictor valves where necessary ANDREW MCKELLA
wm gchind wv Weigation He to tops ond shower roaes., The flow shail not OEE PROPOSED DUPLEX
em * we : exceed a maximum of 9L/min 181 GYMPIE TERRA
om a wie. Unione notes otherwize TTF __ | NOOSAVILLE
4S ° Note muon : ORANG TLE:
Ces Bd nts
= Shr Shemer Do not scale from these drawings.
Fur Fire Howe Reet voter syste De not rely on these drawings for
Mi ss u © “enon seommnoter alignment and levels of ali existing GENERAL NOTES &
loners 5 SSten clignment ond LEGEND
I ig, the obligation of the contractor
and/or plumbing contractor to survey
wi ARVESTIN EGY all easting services prior to
construction arson] RK Tomectee] [ors [13-0-07 {Pa mo
wexe 15100 ower uwo] tof 8 [1763-1

 

 

 

(RPD:- Lot 1 on RP69B68

 

 

Page 7

 

 

Provide new terminal manhole (WH) 2s specified by Noosa Shire
150 eontiers

 

 

 

          

 

 

 

 

 

 

 

             

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

     

 

    
 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

   

 

 

 

         

 

 

 

 

 

 

 

 

 

Gove Werer to NSC” vonaers eroeings Tor Seto.
Wien Sade tee ar tor Seat om
rere intrestrve! in ve ventiatron with Struct. $0089 occess cover
Sire Counc wiandaree cna requirements and st oposcorts cont ae ffs ove fant fe
i : . . Pa . soe Vif
Frome ae i Ta Waa Rag oS trom 06% - 1 7300
Eee rates [ccrgoend one ALELGY eee “re 2 Daten Zone 1 200
oie song ! join 650° toe wok. for 2000 for tote for 2 Taaae Lo
property i [eetention > (2000812 per tank) * stow leuk #50
. 2130
4 =
= a a Horeesting Tone Overton
es - g : se eRe
SYD 1 YD crs 0
Gly Yliply ——F
yyy, tify x ‘
| GZ omen Gy |: U
“yyy * pect court TENTIO, HARVESTING TA‘
Lys Lop ~ DETAIL SCHEMATIC:
lla a (ot 1 il ~
| us Seale 1:28
an fa
il — Mm
as 17 tise cretoe ) ' 2000min , F
~---b---- 450 slow tech m1) Hot Dip Gobvanised Kerb 23
134 gorden adaptor ta match kerb. =
jen tt ao ole fe
3
-- EN p ds
TEC T AT I uy [ I [ ]
ay =
be 14 \
romp to.
>= m= et e w a Z5_x 75 x Smm GoWonised Roles
= te seeton 1 GAG sige to be 100mm neo ety OW
me g TR'Pe pipe’ to be stead ath
SL E eld cement (type N ov P). oF
120 1.05 rubber ring joint.
THE COCKLESHELL Provide Grose Podutont Trap 104
Fling for connection of #300
DMR pip to 128 6 7S Bor

 

 

US section

v
ein

 

 

 

 

 

 

 

 

 

 

STORM _& SANITARY DRAINAGE !

 

 

 

 

TYPICAL CROSS SE!

 

 

 

 

 

 

Roply to local Authority Tor
be connection #32
et opplicants:

    

 

eles

F

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

J Description Bote

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SIVA SFL SIISWAD

 

 

-—=—+ Issue Notes Date
For Onvelopmant Approval
Ta=9=0F

7 or Gulsiog Aepcoral | ¥
Lo 5

 

 

Provide conneclion for
4} fpoat. Foot plumbing
[by others

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

romp to'd
Py.
60]
44 rag bes su 1.20
+40 th rn ie a
THE COCKLESHELL s 3s]
i
WATER PLY Membrane |
Ge) Se Bytom bn: ses ages
: ® 3 Sree oS Seas
L “| 3
K. & ¥. BRACKEN
D 3 © f ARCTECT =
3 ANDREW MCKELLAR DESIGN
___ ANDREW MCKELLAR DESIGN
PROIECT: ~PROPOSED DUPLEX

 

 

DRAWING THLE:

 

@ Rubber 181 GYMPIE TERRACE
. fing se0t az NOOSAVILLE

 

GALVIN OR EQUIVALENT
VARL HEIGHT FLO: RAl|

not to scale GROUNO
HYDRAULIC SERVICES

® ST :
ROOF PLAN . . fore] RK [eects] [ante [139-07 | Pee ho
. " © rn ova una 2 of § | 1763-2 |

(RPD:- Lot 1 on RP69B68

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

 

 

 

 

 

~ 5

root
‘tipt water
hiner)
heater

dining

 

 

FLOOR W, UPPLY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

2 Tes

 

 

 

 

 

 

 

 

  
        

 

#70 ot HL

 

 

 

Diep to
under slob

 

 

 

ai “ae

100

 

 

 

 

Pertorotes tb a |

SS Meth Screen
m3

SS

0225

 

795

 

 

 

200,
pis

 

 

 

370
FRONT ELEVATION

 

    
 

Trench Grote

20 -

Grote

Poly Sit Tray
fot Sil Interception

 

325

2 « 0300

  

==

 

Underweir
Bottle

 

1900

I— Farnco Fitting

|_-+— cational Row By

1160.

 

 

 

Ld

780
SIDE ELEVATION

CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE
1:20

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Root
Se
Second Foor ce
Va
FIXTURE OISCHARGE
PPE OA,
Stn 40
Ba 0
She 50 g
< 106 >
x 50,
a =
Sofe troy 50 Firat Floor
ae 5 une
100" under
ground
3 8
Ground Floor
, >
we 3100 ve
N A v.
Roof 20 220
PSS ace pee
lpi Wy yp i
Second oor |
Boe
i
First Moor
T™
$ o32
Ground Foor On | rey
— a =o OP
Tonk | + tank i roe
rm [20] Baye 032 master
it L._.4 raees meter & CV
for cornmon
se
WATER SUPPLY DIAGRAMMATIC = Dazeription Date
200W Trench Grate
Tavs wales Date
fFor Development Anproval
x Ta=5=07
Gowonized Metol~Closa 8

 

 

 

 

 

PO Box 1176
Budding OLD 4575
email: [email protected]
wrem.cantyd.com

  

 

contact: Reinhold Koenning waist RPEO No 7023

Pa: Sea 8045
PG 5444 8224

 

CUENT 5
K, & V. BRACKEN

 

ARCHITECT =

   

PRoMECT: PROPOSED DUPLEX
181 GYMPIE TERRACE |
NOOSAVILLE

ANDREW MCKELLAR DESIGN

 

DRAWING THLE:

FIRST & SECOND
FLOOR
HYDRAULIC SERVICES.

 

Deve RK Jevecens]

 

 

 

   

RPO:— Lol 1 on RP69868

eh =
oxatuna] 3 of 5 | 1763—3

 

 

 

 

 

Page 9

 

 

 

     

 

roe ay oe

{ention tank type precost conerete,
hinderground ron: ALLCAST PRECASH|
fet 50 vow leak for 2000Ltre for
lsetention

 

 

 

 

fe atormiwaler Rorvesting
[detention tank tyne precast concrete,|
wong: ALLCAST ORECAST]
Pith #50 wow teok for 2000Litre for
[detention.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

            

 

 

 

1

LYYD,
Lily
yj
YD
CogaGA +

&
Cig

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

lGradin

 

lentry/exit

of covered
lcorpark directed in|

 

 

 

Pronde Easement

(@100 at 1:200

als

woq HIE
1 |
ro

   

  

pvar stormwater

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Lo HANADS

 

 

 

 

Kk
beck of su

 

 

Lip

 

 

vat
THE cockKLESsMecy

lchonnal_os per detail

 

 

 

STORM & SANITARY ORAINAGE

 

 

200% Trench Grate

i

 

 

we} [iss |

 

TOP ELEVATION
Galvanized Metal—Closs B

590, i 3 530 Crate
PS pan”

Teanen Grate

 

 

 

 

 

= 3 60 $40 60
Pectorotes ———-¢ SEES J 8 rH
Be ee =
vob sit Tay
ns L_| for sit Interception

1—Farnco Fitting

 

 

328

1— Optional Flow By

 

#225
2 x #100

vo _\ |

   

295

Underwaie
Bottle

aa q
Ld

o70 780
FRONT ELEVATION SIDE ELEVATION

 

 

 

 

 

 

 

 

 

 

CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE

 

 

1,04

s

terrace),

 

 

 

 

 

 

 

SCHEM. for detgits refer title documents)

 

2000mria

 

 

| Hot Dip Galvanised Kerb:
lo mateh ker

uadory

 
 

Tue

  

 

 

emia 7Smin

“TES. 75 x Gen Gobvonized

MS section

 

 

7Smin

 

 

 

 

 

Retoining wall os specified

 

20099

tide entey
with grate
ond screen

 

        

Diometar as xpecitiad

    

Notes:

1. UPVC pipe to be 100mm heavy duty OW
class SNE

2. Al sisel works to be hot dip getvanised

. on PME pi

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SECTION B - 9
F ORMW,
Dexeription Bote
rr Notes, Dat
[fot Oavelopment_spprovall
fFor Building Approval x 14=9-07
ion

 

 

 

 

 

 

 

 

PO Box 1176

Pee 5444 2648
Fe: 5404 9224

 

 

 

 

CUENT
K., & V. BRACKEN
ARCHITECT =
ANDREW MCKELLAR DESIGN
PROMECT: ~PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE
DRAMING THLE:
STORMWATER

_Z>

1785-0-1|

OPERATIONAL WORKS

 

 

Tom] RK [owe
sea: 1:100
(RPD:- Lot 1 on RP69B6B

= 3-07
ow aruma} 4 oF &

 

 

 

 

 

 

Page 10

 

 

 

                          

 

 

 

 

 

 

 

  

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

    

   
  
   

 

 

 

 

 

        

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

        

   

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

             

i~ oC” ch Heo
wal < 2 CED GENERAL NOTES
x s
Theat Drowngs ore ciogrammstic onfy ond sholl be read in conjunction sith off relevant
L : PRAISE CoS CSTE Pees Se Satan oa owner
= : ciruciions Veil may bt faved ducing Ue Course :
ty, sa? x eS fe g al? fey. cagrnopany ok be efered fo the ocr elfee Tor sedton betere
SS a prose ork ie
ov Castrector shall verity of fixtura tocations. invert levels, surft levels, and
\ ° Nt 2 Prior to the, of any construction activities the following measures z caver fo poet ort Correct and oblaneoe poor lo commencement ofthe work
a < “~ : fe exoct teetion of isting, and proposed services, snow be eerined with
x = shat be I: 4 “A A = - the fetewont Athorty, or etter Uedes cs opplicable.
ee a . gs 3 M4 Provide temporory STORMWATER DRAINAGE
z XN * swoles and cut off Groerqrovnd pipework shell be 100 dio PAC class SW min grade 1:10 UNO.
i * Provide education of site personnel q droins as construction Oowteloes ned be 100" Bra MC cuss Se
« Set up section plans as @ precaution in case of disturbances occuring progresses so as to
especially after an unexpected strong rainfall event a ensure the runoff is
* Provide regular inspection and maintenanca of all structures including the oe discharged to the
per
Pravda temporary construction temporary structures. boundary. w~ @ ond Covers & Frames 10 be “Poston? or equal approved.
entry/exit rater deta. The runott Refer detol. entation sump.
As shot be directed to the temporary GRATINGS . _
aN Gs time. Temporary Pump out sump Gratings tor storm woter lo be “taston, Gatic” or opproved aval
of a qt WF the entry ig not auticient ‘ rater detail Duty 0 f lecturers recommendations for heeding condition.
: cleon the truck tyres. pr z be vermee ber,
Sinan te ruck eres Poo vein te exiting (ier, wte ten im publeores Io be crore pltes bss
Coane $95 —— :
AN .
wa N . 5
eS Gy . A 7
@ : we
o---- SL--+----- Se ~ 4 Hetgraaegnet con
| & g Temporary deoinoge control. Flow shauld ba diverted around the work sits where possible, .
An ereinage, erosion ‘ond sedinen 0 ba indidlled end be operational before commencing upslope
wes to be inapected od ‘cant rumott producing sterms.
¢ A ‘ ay ay be rere he ond 70% permonesh sat
§ fined ever a upstream
7 ss et s 3 3 a FS o 7 © we
s : s
»o 12. 118 /
J : / a
1k 125 Lee KERB & 1.20 Lig
: t
1 1.10 1,08 GUTT, 1.06, 1.04 Ss
Provide temporary erdinage ond 7. Safely faaves must be considered at afl Limes, incorporate Irottic centro! devices to the sotistaction of the Superintendent,
infitrotion sump ex per detall
Tha eump shal overflow to the guy LEGEND
.
fos.
Su Exiating storm woter Em
= = storm woter reinoge oe
<o-— Agi Ovoln c
kac
F42 Fobne to AS1304 ® wh
sone 10 @ + oven Pie PO,
Dastursed ores Reo
Geolextile fobric Geolertile Fobric — a ten Eccentric enlarger Rwo
Berm (30mm min. neigh!) oe ond Fa Foor Woste a
a . Overt tow 50250 Hw stoke or ste PI Guy we ia
Geotertié foore, Coste of alec! picketa ke petal 1200min tong 1
Bld U34 or similar, me emen = Sediment Farce ws
“Oo 00min vertical overtap of tabsic —— = Seiment barrier ms
Gunett trom pos
dicected to sediment
bee Crushed or gronnutor moteriot
Grading to Tobe «of Or
Undislurbed oreo. ‘Specification MRS11.03
ALTERNATIVE 2 8 Bocktit a Description Dat
NT AIL + — 2
250 } E
So Fo0-s0q a ee
[Sea Concrete masonry lajet with grote
ar blocks (150 series) issue : Noles Dele.
SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN: 20°, [For Bevelopment Approval
bee i t 1 Buikting Approval x 14-9-07
| cower eo 0° 3 Va Fer tener
To rire arcmin cr ale ar! eurure sedreed le nat washed down to fe reoahing watarweys due a conection eS aca é vm For Construction
tee eras 38 aha lis Constructed
+ A ence [= a \
Environmental Prowiction Water Policy 1007, acm HHH?
The integrated Planning Act $907
e
« RESPORSERITY: Y

 

‘The reaparealy ky all rmamurms regarding fhe secant end eration control during construction sha ba wil ae
CONTRACTOR, The contactor shad appoint one ciaf! mamiber, Kiaaly ihe foreman to be reeponatie for:

‘the location of drain paths auch ae pwatas and benched, cul off swsles, ontch reine and parimater barks. All ot Flow direction PSSSTHSS, pipe Flow direction

  

I2men wire netling ot sides

  
 

generate mascnry blacks
(150 nares)

      

 

‘gees naanres cha eure he endo Orced w bw eodinentnign bean ng conecon, \ “880m 0) overnow conact: Rainhold Koenning Meaust RP¢Q Ne 7023
he weate ond ween down of meteain and goods in patiorar concreta md carrer whal  eugrarsted, wet 0 dry S werflo 80 Bow 1176 .

\ . Flow dirsction Rusoit woter that te@cophya. eam PH; 5448 8645

sow dracon 4 5 ge ret een we Sect Bost

      
  

      

“uortel af tha artryhed pa andthe minkrizalion of wedrard transtor fo he street iy paricxiar condo! of concrete CUENT =

‘and eartenoving vahices.

“srmpervion cher rambera of win ar lee by eaeole

“neure enqugh Ser collection daviems wa provided for thw cobection of duby tee euch a cane, Sottee, papa,
‘us end sleo bulding metertal ot of,

‘ensure ill ockgiian for hoh Incoming and oulgoleg goods In pertioudes sols end aancis ae ciaarty racked ere not
bloctieg drain patha and kage seet end clean,

‘eonwar he fow pa of stomata at al esos curing constuction and vee eneies, vandbege, bales snd oer
mana orours fre refi a drocted bo fe sedimandatin basin ala Sree.

a Filtered water

K. & V. BRACKEN
ARCHITECT =

ANDREW MCKELLAR DESIGN
PROJECT: PROPOSED DUPLEX

181 GYMPIE TERRACE
NOOSAVILLE

/

Sediment

 

 

Fletd iniet with grate

   

Tt Flow direction

 

fitter face:

 

refer Grading 8, Table 9
of OT Specification WRS11.05, exculde
emoleriol finer Ihe AS sieve 236mm.

1

    

+ sem:
Ih cate of maori avarta tha Soowing action plan shal ba Folowed and reaponaiby lncicad afer by ths

 

DRAWING TITLE:

SEDIMENT & EROSION
CONTROL PLAN

OPERATIONAL WORKS

  

 

 

 

 

op he,

1763-0~2)

 

 

 

 

 

 

 

 

 

 

 

Page 11

 

 

 

Lot 1 on RP69868

181 GYMPIE TERRACE

DRAWINGS
DRAWINGS FOR BA

 

 

   
     

   
      

  

 

                   

 

             

 

1763-1 — GENERAL NOTES & LEGEND
1763-2 — GROUND HYDRAULIC SERVICES
N OOSAVI LLE 1763-3 — FIRST & SECOND FLOOR HYDRAULIC SERVICES
GYMPIE DRAWINGS FOR OPERATIONAL WORKS
FOR TERRACE 1763-0-1 — STORMWATER OPERATIONAL WORKS
K. & V. BRACKEN 1763-0-2 — SEDIMENT & EROSION CONTROL PLAN
wet e
SENERAL NOTES. a ayn ssa at cnt tole
eens he Oi itod Serie Wrst, Sara Nata 5 es %
i ee coe oS ieient Austral Soncatas,
and ‘the requirements of the Local Author. wath oh « ot 1. To be responsibility of Monogement
Ircag Bracing ore, Seqrarwmots 90Y, ond tomy Mpeciicotlns, and eter entien 2. To fist all in flow filtering devices like leaf eaters
iatracions Oat may ba coures of the control * at OP's and other filters
cconrany * te 3. To keep and maintoin a og of cloning
Contract, ery a ete eg Commancerten of tor work, —-- af 4. To clean devices including first flush storage tank
Tham be Te -os to manufactures specificotion
- enatrating fire resistant | -minimum quorterly, but monthly in rainy seoson
so =ofter eoch mojor reinfall event
— 1. 5. To inspect and clean tanks minimum once yeorly
© 100 dla. PVC DWV, min grade 1.60 UNO. | * 6. To instal! and maintain pump ond fixtures for
reo ametied snot be “Coesorene’ oF reuse/wotering/irrigation os to manufactures speci
thay of HOPE. |
ee oe HERE, or Vivesus coy with
openings brought to turecn in paved or concrata ; 5
a
STORMWATER DRAINAGE aie Pye claus SW min grade 1100 UNO. spis22es Ww
nceroune peewor aval oa, ca PVE cans SW min gre ‘0. + Retcining wow 08 speciied
Reber oe (W0} ons “Henfer eutes {P0) snot 9 “Gotic Woe” or similar, wy wa
Rain wote eana lamp whee reauteds “
ao rH
WATER SUPPLY lube type B, UNO. Water supply pipework shot be 20 dio ty, % NM of few Development 08 specifies
Cee me eat ax taneth S000" ro x 2
a
ty mse 5 se io
7 j ve Diameter os svecitied

Natural ground

RR

  
 

    

Oct Ey
od YR
% ~ x Solenoid TYCO BW series lonk invert “ee NS
” invert (sludge zone) RGGUTGE
Foe eT ON crater to al hove coeis Recvend Pramas FE a0, Sone Boar Ben RN, vA
RRR

fi
Provide RPZD lo ony urigation connections. Normally Clorec ond foot operated

Woler supply 10
"?—— NON POTABLE

   

 

or"
3 reas to be 1

          

 

 

          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

os specified wy
covers to be stomped “SHO = pump system ERG
‘& Frames ta be “Fasten” or equal app Howvesting Tonk fed _
— ie 9 specified
et aH : Side ENTRY Pu BETA
jationa for loading condition. ‘A 1 a
, : tote:
sp14s4i2 % Xs, Pump cut off at min, 100mm
Sey e Goove inert of tonk equal to
= solenoid open)
7 =
RP90930 fond Description Dae
EMERGENCY SUPPLY OF NON POTABLE FOR POWER FAILURE
AND _SWITCH OVER (TANK EMPTY

Pome:
Srey horzonst mulstoge pressure pump HMGO-O8T
Npere pressure snilen optional

Oe told Water Rae wo

Oo Stock "I two { ror ‘oles Dats

® Vent Pipe . Lp deo -5. p34. p Can: a Lot. For Bvikting Approval x 1-507
Qe crown went He, Hol sok f ry Ps Fries [ror tender
B-covet ven ‘6 ii oid For Construction =
QS inet ee ‘s ! fs coratrvetes

 

 

 

 

Oe a t o)

 

 

 

 

  

 

 

 

   

  

 

 

 

° Fira Riser rea fonk rime the
@- . Kee 5o8 Construction
¢8) Hon potable riser ua 20. Big White Feler Service
e@p-= ator meter ie mesa
me Vole Po Planter outa PUMP & FILTRATION SPECIFICATION
Me HERS cock fee Sea Pees Soin tor detote of tration refer Tote Water SolvGons
cen cecentie enlarger ‘RRED—_‘Resuce Breen Zone device tempi wave
mene an Enlarger mn man 306 Beicino 0 4575. pat; Sete gees
@ ORG Overflow Relief Guty = SL waw.connyd.com ___ Fa: 5444 8224
fo « wx . wt Sote Troy 2 CUENT :
Gioset SD Storm al tchen, loundry & bathroom fittings and toilets K. & V. BRACKEN
fo} «om co Tego mply with the AAA Woter Conservation Roting |
‘s tune Syst defined by AS/NZS6400,
0 Trench grate transverse bor ystem as d by .
UF Lounary tue TEQ) —Hanen Grate tongtoclnal bor Provide flow restrictor volves where necessary ANDREW MCKELLAR DESIGN 4
wm USNS i eng oe leigation to tops and shower roses. The flow shall not ‘UE PROPOSED DUFLEX
Pisor Wests Tyg Unaerground exceed a maximum o min 181 GYMPIE TERRACE
oS wy we. Unvets nated otherwise TA NOOSAVILLE
on Borin wpe Unlers cates DRAWING TLE:
Btn Both Note:
GI Xl She Shower Do not scale from these drawings.
EX PAR Fre Hose Feet moter Do not rely on these drawings
DAMS Hot water rate alignment ond laveis of all existing GENERAL NOTES &
5 cleaners St oa eretuce, LEGEND

  

tion of the contractor
mmbing controctor to survey
services prior to

 

 

 

construction tao MO

1763-1_ | J

 

 

 

 

 

 

 

Page 12

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

             

 

 

 

 

 

   

 

 

 

 

 

 

    

 

 

 

 

 

 

         
   

 

 

 

 

 

 

 

 

 

     

 

 

      
      

 

  

 

 

 

 

#100 ot 1:200

 

 

 

 

 

 

 

 

 

 

 

 

2000mA

 

 

 

 

        
    

| «09 wruesen 120 govim ——_ggang cess ever
tructure works shall be in aecardence with Nogsc location te wet fine eee tans
See Ente Toniords na cequvemais ond at gonacanls eos > oe aa
” c + T +
ome aa my Ecrentlon tont type evecant bencrct [station tort te preset me, LG tone ' fg
pet o> ‘| Rinderqcound bron: ALLCAST PRECAST] pacer. E ALLEASI 2 Tonks {1
be :
|
T d + #150. —
no.ebo #100 eve ninco (P . 7
| OM 5 Sis ph | . sarin, foe onrne
| 7 EF —~ dV I my ‘ der uni BO0OLitee
j----- H Prater ‘ 1
Pa --
- phy
{ LED, 1 yy —
i a ne =
| * OETELL ‘ corre Grates eZ terrace | court TION & HARVESTING TANK
\ j [Eting ot covered terrace Poot ETT
i [epost Gevciae to 1 DETAIL _SEHEMATIC
aaes Scale 1:2:
\
!
|
{
!
l

 

 

 

 

 

 

 

z
SIDVSSTIAL STIWASD

uy , gE
3
Hot Dip Colvenized Kerb 2 3
to excteh hero z
-& Is
\ 75 x $mm Galvanised

MS section

 

 

 

 

 

ormpie|
errace,

Connect
reler

 

 

 

 

 

 

 

      
      

ect to kerb

- THE COCKLESHELH
[channel ox per detail

 

 

| =

 

Fitting for connection of #100
LINC pip to 128 «73 2 Emm
JUS. section

 

 

 

 

 

 

ve
Toei

 

 

 

SECTION 8 - 6
STORM _& SANITARY DRAINAGE > : L KS

Het dip WS conna:

 

  

garpork

aapspmey SHE II ip Mess

NP a

 

 

en] Description Bete

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| Issve Notes Det

 

x 14-39-07

 

 

 

 

 

 

 

 

 

 

 

   

beck of

3s]

 

 

 

THE COCKLESHELL

 

 

| Mambrone contact: Reinhold Koenning lesust RPEQ No 7023
Po

wy, \UPPLY

 

PH: S4a4 8645
x, 5444 8220

 

 

 

 

o

 

K. & V¥. BRACKEN

 

 

 

 

 

ARCHITECT =
ANDREW MCKELLAR DESIGN

PRoeCT: PROPOSED DUPLEX

 

 

 

‘e

 

 

 

 

 

 

DRAWING TITLE:

@ Rubber 48t GYMPIE TERRACE
PP cing seat 182 NOOSAVILLE

GALVIN OR FOQUIVALEN
VAR £ IGHT FLOOR ORAL

nat to scole GROUND
HYORAULIC SERVICES

] 4 .
® ® : &) peo RK Joni] ar
ROOF PLAN ou uwal 2 of 5 [1763-2

RPD:— Lot 1 on RP69568

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 13

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Root
1
roof |
1
3
' Sk
"ot woter '
Beate Second Floor | a
cote .
75
FRTURE OISCHARGE
PPE OW
Bin “8
bn :
‘Shr 0 3
w 700 :
MN 2
c FA
Sete tray 50 Fist Moar
x $3 uno
100 ueder
around
8 8
Ground Floor |
aw 3100 WPVE
Al y,
Qe
Roof 020 ! #20
PaaS ee ae
irs v1 1
|
8 Second Floor
- =
Firat_Pooe
ype Pieciee!_instentoncous
bet ‘tron One = 27
032
Ground Foor a}
a er t=
: 32 master
i ® ® wees
Spier Sgr
Bao ; ya Bi 0
J Beicrption Cate
e150 ET 200m trench Grote
3
Notes tan
820 8 ¥ 13-07
. TOP ELEVATION
Gobvorized Metol~Closs B

 

 

 

 

 

$80 Grote

 
   

SS Mesh Screen

 

 

 

. Pedorated ———¢ Sa J

contact; Reinhold Koenning witaust RPEQ No 7023
Pa

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

re 1376
SS PH; 5444 8645
4 | samee Feng Fx: bane B724
ne 4 ernce Fit —
i ; tay Option! Flow By kK. & V. BRACKEN
al e278 2 6100 8 ARCHITECT:
Ri g ANOREW MCKELLAR OESIGN
Undernie PROUECT: PROPOSED DUPLEX
“ 181 GYMPIE TERRACE
NOOSAVILLE
' 3 a d Daw TE:
ae 780 FIRST & SECOND Le
FRONT ELEVATION SIDE ELEVATION CHoOR tic SERVICES

 

Ir
abet Giron OnE 27

 

 

 

 

 

 

Deg. Ro
1765-3

SECOND FI TER ¥

 

 

[RPD:— Let 1 on RP6SBE8

 

 

 

 

 

Page 14

 

 

 

 

Toe wMoTTPaT eT Rarvasting and
lartention tank type precost concrete,
hinderground trom: ALLCAST PRECAST]

Jnith #50 slow lek for 200Qitre for
|sstention

 

 

 

pare
mien on oe pean eh
ices ork ie RE See
EES See fr famine
eed

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

Sy
Yy
yyy

y
LY,

SY Yn, 1
ecu yyy '

Ly
Y

       

 

 

 

 

 

     

 

lec

 

 

 

 

poot court

 

 

 

soinipse

steel

 

 

 

 

 

 

   

 

 

 

 

 

 

 

aml

IT OCoCOLH

 

 

 

 

a bench

 

 

 

 

 

 

 

 

SOVSISAL SIGnnsd

 

 

 

 

 

 

2
a

ee s 3 s 5 s
= S
a §
& 3

1.20 Lin

1
06 1,04

 

 

[channel ot per detail

 

 

 

5 | 2 200 tees ate
a4
i

    

 

198

139

TOP ELEVATION

Gobonized Metat-Cioss 8

690 690 Grole
Trench Grote
Trench Grate

Pertoroteg, ah SS J

SS Maxh Screen

   

 

      

 

 

328

 

+—Feenco Filting

 

r— Option! Flow By

,
228 2 «9100

795

 

 

 

 

 

 

 

 

 

Ls

780

 

‘aI6
FRONT ELEVATION SIDE ELEVATION
CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE
Sole 1:20

Provide Gross Pallant Trop

 

 

 

 

s

 

Cosament

 

 

 

 

 

 

rofer title documents)

 

3

2000enin

 

adaptor to moteh karb

 

| Mot Oip Gobonaed Kerb

 

 

2Serin

 

 

 

 

‘opproved equnalent,
aecled with alicone or
morter inte fittings.

  

DETAIL A

TYPICAL CROSS SECTION OF STORMWATER TO KERB

Retoining woll os specitied

    

nee Development 08 specitied

Vr,

       

 

:
with grote
ond Seren

Diameter os specified

     

1, UPVC pipe to be 100mm teow duty OW
class SNE

2. MI alee! works to be hot dip gol

3. At joints on PVC pipe to be seal
overt weld cement (lype Nor

fabber ing joint.

   

 

Fitting for connection of #100
PVE pip to 125 = 75 x mm
IMS unction

 

 

fan] Description Date

 

 

 

 

 

 

 

 

 

 

 

 

Netes Dal

 

 

¥ 14=5-07,

 

 

 

[For Construction
ls Constructed

 

 

 

 

 

 

cowract:; Reinhold Koenning weAust RPEG Ne 7023
Po

PH: Saag 9548,

email: [email protected]
Foe 5444 8224

www.conhyd com

 

CUENT
K. & V. BRACKEN

 

‘ARCHITECT +
ANOREW MCKELLAR DESIGN

 

 

PROVECT: PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE :

DRAWING TITLE:

STORMWATER

Teste [13-8207 | Op me
oa uxa| «of 5 |1763-0-1

RPD:- Lot 1 on RP69868

OPERATIONAL WORKS

 

Drew] RK [eta]
sear : 1:10

 

   

 

 

 
 

 

 

Page 15

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                     

 

Provide temporary
swoles and cut off
droins os construction

progresses so as to
ensure the runoff is

 

 

 

 

 

 

 

 

 

 

Gaotentile fabric,
Bidum U34 or simior.

 

SEDIMENT. TRAP

   

 

 

 

 

 

 

 

 

SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN:

« caective:
‘To minimiea aroaion on ata and eneure sedienerd lp not washed dowm to the receiving waterways dus to cormtrucson
om

© UEGLATION:
[Envranenent Prossction Act 1904
Enwroreertal Preancton Water Policy 1957
‘The Wnegraind Phanring Aca 1997

+ teenamn,
Caer tnt se rit
Seperate tate arcana sree eae

wrhe beaten of drat pate auch 60 gorten are trench, 04 of mara, catch draina ane petmeter bank. Al cf
‘tase maaqures shall arms fu runciT ls dractad w the vecimentaden benin Outing conan.

he wacta are! wend dearn of maiartais and goods in parlcer concrete end camer shal be operated, oot ry
aed iogosed of

‘ipatatianon ed maintenance cf fhe sedirverd contr lences 68 arvund the perrvoter as shan in pan,

‘oor of fercam, mincoage od belne 09 well og Ihe sedrruniaion Devin efiar mach rail ewart

Sconiet fhe ermal pet ard he minkrézatin of eedirant ranetar ip he street in partccter cont of concrem
0d eortenordng vetictan

‘rr nuprrvina cthar maerbere of ell ord ned by exeroe

‘*enaura enough Baar cofiecton daviowe ara provided forthe colacton of daly Ber much au carm, Dott, pare,

mreesires to ere the runcit in rected te secimantaion bain t a Snae,

+ xeTON
te case of major rie events a Selowing afin plan shad be kilwad and reeporaibty lockordafer by th
CONTRACTOR:

SDONT WAIT UNIT, IT 1S TOO LATE

bbe on of during tha rekiel period and mond the crain pute. Recirect where required,
“check the fences afer every ruined and repiece th fences whare requted, Chack and replace all bertert,

 

 

 

 

 

 

F42 Fobric to ASI30

 

 

 

 

 

 

 

 

 

 

 

     

Geotextite fabric

Pests of steal pickets
driven 6O0mm inte ground

1QOmin verticol overtop of fobsic

Undisturbed oreo

Fon érection Da soe aceevon
=> : ——
oo! [00- So0} —
‘Ue oS
one
°
oo Of
0° 0 Po
oP o So
leo of
fo»
ow dieeion | Shaye
me at foro’ ine ye Frection
\ [300-600mm dio) Flom Srect
“ - Flow direction
Row diction \ 7 2

 

 

 

Crushed of gronnuier moterio!,
Groding to Toble 4 of OT

Geolextie Fabric
ond Fa? ~

Specificotian MRS1 1.03

50m _mox

wv

‘Sedimentation

rep
8

 

 

 

Segimentztion
rap
_*
“.

WAL Ys
J fe
= : ~ ~
“ a s A 2 a 3 ¢ ~|?
“A » St z Prior tothe gommencment of any construction activites the folowing measures >
* S shall be Irgrporated: a “ A o|=
As a ¢ é >
a © Provide education of site personnel \ q
* Setup action plans as a procaution in case of disturbances occuring
especially after an unexpected strong rainfall event Prodde temporony |
«Provide regular inspection and maintenance of ail structures including the sediment tence NS
temporary structures. parenater long aS
eter daiok
Boy Temporary Pure out sumo
AN .
“ A
s
&
s
3} v 1 5 .
say 2
eo lai 118 / > >
> 125° 7122 KERB 8 120 118. :
ST 710 1.08 GUTT 1.06 1.04

        

Fix to top of atake with
shodecloth fastener or
Ue to steet picket

      

S0xS0 HW stoke or steel
picket 1200min tong

  

     

Concrete mosonry
blocks (150 series)

GENERAL NOTES

These Drasings are diagrammatic only ond sholl be read in conjunetion sith ol refevoot
Architectural ond other consulents srowings ond specifications ond other written

 

STORMWATER DRAINAGE
Underground pipewore snoll be 100 dia PVC class SW min grode 1:100 U.N.0,
Oo=npipes shal be 100 Oio PVC clors SW.

light duty

 

Covers '& Framer a be ‘Fasten’ or equal approved,

GRATINGS

Gratings tor storm water to be "foston, Getic” or opproved eauol.

Dut monutocturers recommendations for toading condition
"grata ta be Uonaverve. bor.

Poor waste grates in public oress ta ba chrome plated beoss

in’ private oreos mey be PYC.

   
   

Notes tediment controt:
1, General

Terrearory drainage control Flow should ba charted sraund the work site, where
AM Grainy 10 ba stalled ond

   

         

 
 

it Sediment Trop
ba diverted oway trom entry/exit

 

idered at of times, incorpote tratfic control devices to the satisfaction of the superintendent.

7, Sotety imavea must be considered ot of times, incorporate traffic contro! devices la the sotisfoction of tha Superintendent,

LEGEND

 

Existing storm woter Een
Storm Wolar Drainage soa
dai Drain t

Down Fipe ee

en Eccentric enlarger WO
Floor Woste su
sully Sq

a GP1 Guy Pit Talo

 

Trench grote tronsversa bor

Franch grote longitudinal bar
i v/9 Underground

Sediment Fence u/s Under slob

Via.0, Unless noted otherwise

Sediment borrier

 

dl Description Date.

 

 

 

 

 

 

 

 

 

 

 

 

Inlet with grate
lsu Rates Date

Fox Dereuprent oosorel

 

 

 

 

 

 

 

 

 

 

 

 

 

 

fa Constructed

 

 

 

 

 

 

      
   

Sediment

  

metari

2mm wire netting

x

19 ll sites

  

 

concrete masonry blocks
{150 series)

   

: Reinhold Koenning mitsust RPEG No 7023
PO Box 1176
Buddino OLO 4875
amail: [email protected]
wew.conhyd.com

PH; 54a6 8648
Fx: 5444 8224

 

 

CUENT :
K. & V. BRACKEN

ARCHITECT =
ANDREW MCKELLAR DESIGN

PROVECT; ~PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE

DRAWING TITLE:

Finered woter

     

Field intet with grote

   

  

 

SEDIMENT & EROSION
CONTROL PLAN
OPERATIONAL WORKS

LZ?

mp

 

te [13- 9-07

 

 

  

 

 

wnvna] 3 oF 3

[RPD:~ Lot 1 on RP69B68

 

 

 

 

 

1763-0-2} j