08/0215 - Response to Information Request [As Published] · 142008.215

Page 2

 

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= Bow Vern y 18. Bae Ye the cockleshell xe
G * Syz Aas wf
Sx Roc Cit be aires -
Amendments . yes f > /
Al Mar 25/03/08 Sous IN
© Plant schedule adjusted as requested by Council . . . ed
@ — Point 1.6 : garden beds flow to footpath which allows tor the, path to be the border, / oe / y
not creating 2 nuisance small piece of lawn to mow. This is in keeping with many
other garden bed design in the precinct.
PL, ANT SCHEDULE . © — Gardens to be low mounding , with a few scattered feature rock outcrops. ——,
Code Botanical Name Size Number fouaede [ WAVY Av ord
| EDCAR Acc

Bac Cit Backhousia Citridora 1001 3 aS ta CJ

Bea Vir Beackea Virgata 200mm 36 Se

Cor sp Cordyline Species 200mm wi a SSF Ss am

Cya Coo Cyathea Cooperii 200mm 3 , /

Dia Bre Dianella Brevipedunculata 140m 59

Dia Str Dianella Stripey White 140mm 36 LA N D SCA P | G

Har Pen Harpulia Pendula 45htr 2 =: :

Liv Aus Livistona Australis 45itr 2 Phone/Fax: 07 5448 0123

Phy Mul Phyilanthus Multiflora 140mm 72 Mobile: 0417 700 942

Acm All Acmena smithi Allyns maggic 200mm 127

Syz Aus Syzygium Aussie Southem 25itr 71 . Gard . . oa

Syz Cas Syzygium Cascade tr 3 arden Consultation Design Irrigation

i a Nn d SCca pl n g p la n Commercial & Residential Landscape Construction
NOTES: =
* Spread 1” hoop pine mulch to all garden areas. Client Location Drown Scale
* Lay Sir Walter Buffalo to lawn areas QBSA Licence No: 715497 K. & V. BRACKEN W. Redwood 1:100
* Allow improved soil for all plantings. , , 181 GYMPIE TERRACE | _ 2s" March, 2008-03-27 ;
¥ Install a Computer controlled irrigation system . Project NOOSAVILLE 4 Wildflower Street Revised Al
Mixstone Pty Ltd . 4567 MAR 08
(all lawns and gardens) ABN 927 697 695 10 PROPOSED DUPLEX Sunshine Beach 45

 

* Garden edges to be paver edges ( match other pavers )

Page 3

Tx CorS

EmtA

SP 145412

_&xisting sewer line

  

 

 

 

 

 

 

 

 

 

 

 

 

Bx Via Ste
Bx Pry Mad
6 x Sz Al

4 x Syz Aus

0 | HA

 

 

 

PLANT SCHEDULE -

   
  

 

Bac Cit
Bea Vir
Cor sp
Cya Coo
Dia Bre
Dia St
Har Pen
Liv Aus
Phy Mul
Acm All
Syz Aus
Syz Cas

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
  

 

 

 

  

| Ox Car sp Lx Syz fos te Syu Ps
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ax Sy z Aus \ Sx Dia We a, Syz A 4, Dies Ae {Ox Coc Sp Sx Cor Se 2c Sp 2x syu Aus
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ae xx sine * < [ yo ot 20 ee x oN AA SS Raa ee OE | ee]
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al" eet CN <_< Kx em oO ~~ KR RO im ely ool \ Q
OR [Sam - Xx eae Yon
Bf 9.80 "f, S1 an Cz : : meters 7 "Hose x T} op
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rons O vacuumaid eo . LL LL Pim, . vecuurman Oo mH mse fe te (YY rex So (Orde
. ~y / RW tank \ / \ 1 A 8
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; stor s st \ sce hyd detail | ca rpa rk { RW tank ) | t ©
aj \ J \ under Ss c
7 [- + s a“ FL 1 65 \see hyd getail | o
? visitor | getter isit | s >
| ss wera visitor ©
ve ae ; U1 “3 GOETH « Se AN
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2-77” 2310x5610 paneltift door tee ' OX? ) ~ aA . oP oO e
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aX A x S hm Aus
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G ~ Sy2 Ros
Sx Roe Crt
Amendments
Al Mar 25/03/08
e Plant schedule adjusted as requested by Council
© ~— Point 1.6 : garden beds flow to footpath which allows tor the path to be the border, ;
not creating a nuisance small piece of lawn to mow. This is in keeping with many .
other garden bed design in the precinct ;
© — Gardens to be iow mounding , with a few scattered feature rock outcrops. oy . a}
Botanical Name Size Number
Backhousia Citridora 1001tr 3
Beackea Virgata 200mm 36
Cordyline Species 200mm it
Cyathea Cooperii 200mm 3
Dianella Brevipedunculata 140mm 359
Dianella Stripey White 140mm 36 LA N D S CA PI IN G
Harpulia Pendula 45ltr 2 - :
Livistona Australis 45itr 2 Phone/Fax: 07 5448 0123
Phylianthus Muitiflora 140mm 72 Mobile: 0417 700 942
Acmena smithi Allyns maggic 200mm 127
Syzygium Aussie Southem 25itr 7
Syzygium Cascade 25itr 23 Garden Consultation Design Irrigation

- -

NOTES :

 

ee Ke H

(all lawns and gardens)

* Garden edges to be paver edges ( match other pavers )

Spread 1” hoop pine mulch to all garden areas.
Lay Sir Walter Buffalo to lawn areas
Allow improved soil for all plantings.
Install a Computer controlled i irrigation system

landscaping plan

 
   
 

Client
K.&V.

Project

 

   
  
    

QBSA Licence No: 715497

  
  
  

  
    

Mixstone Pty Ltd
ABN 927 697 695 10

 

 
   

BRACKEN

PROPOSED DUPLEX

Location

  

  

181 GYMPIE TERRACE
NOOSAVILLE

  
  
  

Drawn

W. Redwood
25™ March, 2008-03-27

4 Wildflower Street
Sunshine Beach 4567

  
  

Commercial & Residential Landscape Construction

  

    
  
   
 

 
   
    

Scale
1:100

Revised Al
MAR 08

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

    
  

   

 
 
 
 

  
     
   

   
  
  
 
   
   
  

 

  
   
 

     
   
 

    
      
   

   
  
  
 
  

 

    
      
  
  

 
  
 

 

 
   
 
 

 

 

 
   

 

 

 

 

 

 

 

  
  
 

 
  

 

 

 

 

 

 
   
  
   
  

 

 

 

 

 
 
 
   
 

  

 

    

   
 

  

 

 

 
   
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3,205 | , 26,790 1,000 10,767
t 7,390 3,210 6,590 2,610 6,990 1
200 | 1,000
200},,,190 6,810 190 3.210 190 4,410 190), 1,61¢ 610" 2,610 1,700 4.900 190 00
190 6,100 16,210 Tt 1 5,500 00 | 190
<8 @ f f
eg of
us g stair details: N
5 & [email protected] 16T @ 250mm
2000h erred blockwork g zone f influence stair to bbe 100mm min V
retaining wall existing 2000h rendered |block wali Het ee 0°00" 41.762 Ry
x —_—= 33 -
3 = = = ©
o - lit gontrol lift pit: FL 1.42 entry path hose point &
f po yee wey YT op Tt TO ___ cone. exposed agg &
TBE eee os Teal a
oO
“te =| 8
seamless epoxy flooring Saiedscreen fe [ cwsif = @ 2
finish to carspaces hose point seamless poxy flooring
—_ finish to carspaces banked 8
5 - — . ~~] garden 2 8
nN / RW) 8 2
~ \ in i 4 : garden = 8
see hyd detail | | Ca rp: a rk shaded area denotes 4.000 g N © 2
; EL 1 65 : false ceiling at 2550h see > nyt get 3 N © oO
SH} LL a concrete aa zh : 1,000 & ~ ©
ip > wong deta seo visitor 3 ®
° ~ 2,610 5,500 o Q
NR 2
N _Zlatted s scan Tt : e
aaa at] >
ue 773310x5610 panelit door ~y4._ t y ip o)
4 st fc 9 oS
= oO
o -
pool pump
enclosure
ca\ garden 5
a grade 1:10 powdercoated alum 8
Metal Art Industries }000h rendered block wall | slatted screen qj
| | i Supersiat screen gS SL 1. 40
@ Oy ee)
powdercoat finish enn:
> rede 1:20 180°00 p2 x40
SLT. 304 f 500w
o
“Y Eis SL 1.28
1.25 122 back of kerb 1.20 ti
T10 1.08 1.06 os
1
concrete exposed aggregate existing square stormwater manhole lid
existing crossing to be removed 4500 as selected to be replaced with circular standard MH lid
& replaced with kerb & channel, to satisfaction to local council
Counel Standard epecifeatione the cockleshell
190), po 27,210
1
190 3,010 00 5,610 190 6,210 190 5,810
1,200 3,790 5,610 6,590 5,810
| _3,544 26,790 - Ss.
wo.
note: * C
total enclosed floor area (all floors): 490sqm. ee, :
no requirement for fire hydrant / hose reel ve Lat
under 500sqm wi
MEY a
~ Pee
no date amendments - workmanship and materials shail be in accordance

with relevant current s.a.a codes and statutory

| : : authorities requirements
A 11 Mar 08 | Driveway crossing amended to 4500mm wide. g ro u nd floo c pla n -all dimensions and levels to be checked on site by

Front fences amended. . :
Modify existing stormwater manhole in Cockleshell builder before commencing work
as required by council. - do not scale oe

ode coekettee [event [ becation |
| eye tena FLOOR PLAN
K. 8 V, BRACKEN 181 GYMPIE TERRACE mame remnace | TCOORPEAN [mI] trun) — \
Drawing no. Date
18.0707.1.1A SEPT '07 414A

 

 

_ jo

 

 

         

design QBSA reg. 65073

PO Box 1222 Phone/Fax:
TEWANTIN 4565 = (07) 5449 9066

 

 

 

 

     

  
 

Project NOOSAVILLE
PROPOSED DUPLEX

 

     
  

   
  
   

     

 

 

Page 5

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 
 
 
 
   
 
 
 

   
 
 
   

 

 

 

 

 

 

 

 

    

   
 

        
  

    
     

 

  
 

 

 

 
  
 
 

   
   

   
    
 
 
  
 
   

 
   

      
   
   

       
 
 

 

   
  

  
  

   
 
 

 
 
 
 

 
 
 
 
  
   

 
         
  

 

 

 

  
 
 
    
 
 
  
 

 

 

 

 

 

 

 

   

     
 

 

 

 

  
 
 

 

  
 

 

  
   
  
  

  

 

  
  
  

     

 

 

 

 

 

 

  
 

  
  
 
 

 

  
 
  

 

 

 

 

 

I
3,205 26,790 1,000 10,767
t 7,390 3,210 6,590 2,610 6,990 1 T
190 200 | 1,000 TEE EEUU RRR RR ERROR RRERRERREEROE
OO el 90 8.510 0p 3.210190, 4-449 _499- 4 649 1 2640— +700 900 —_ or S00...
~ 190 6,100 16,210 1 5,500 500 | 190
tu
zs OO tt T | 1
w= 8 stair details: N
% 8 18R @ 175mm »
2 16T @ 250mm
S f i (7
aver ovetng blockwork g ae influence stair to be 100mm min
retaining wall existing 2000h rendered tock wall 190 4 1,10 2,000 1,310 iH | 0°00' 41.762 oO
D <—— = = "i = — B
7 | a — [ @ L o
% O Oo . ~ +
3 > (Py _ 8 ven 3 _ a _litgont lift pit. FL 1.42 entry path note point — yet 8 =F
= new | a. Ne eT eo a __ cone grposed agg a] 2S
MA . 2 I CL Added c s OE fe
S s i). 80 7 TT ERE TIT ITHTI af | BI LT as 4 dy 1 7 Y ZZ pr (Hi iY a oO =
AI 2900 CW11 seamless epoxy flooring een LLL =— ‘ion CW5 zz & 2
‘ slatted screen OY] a [ YW | -
NW finish to carspaces hose point HY Hef seamless epoxy flooring y =
— vacuumaid a ~~ oe Y | y finish to carspaces 2a 8
a NI 4 \ ieee rs R274 A A iH ! 2 Xn 3
oa N ( RW fank \ + 3,400 + 3249 7 _ 4,360 i 1); & ~
under : Ey = =—
\ un detail | 4 | ca rpa rk shaded area denotes t Y A g © =
. I | ~~
: FL 1 65 Ise ceiling at see hyd ota Y & N 18 oO a
eH ft tM a concrete | : HE 1.090 s ~
oO 8 ~__ fall to pits to eng. detail . visitor L y g @
5 = 2,610 7>s. 6210 --* ‘Hy 2,610 + 5,500 bf 8 Q
™ -_- _ —- — WS ’ =
ss N slatted screen - ~ t = £
ae] 1 Pe ~ ta hie mea ZZZ4 ALLELE ~ or >
+ = -— ~ — = -hosepoint (4d P22 I CII IA 8 Oo) =
3 & 9 — si+65 + --- 4 + weatherboard-clad block 5 4 &
- poo! pump | garden downpipe i. 2
oO enclosure ~~
= garden & P<] “I
oI SS grade 1:10 powdercoated alum pit K °
Metat Art Industries _ —_— _ _ | slatted screen 2000h rendered block wall
P| Supersiat screen SL 1.40 |
a3 ex x 10x )
powdercoat finish 26 ° , 5 OQ 400
we H grade 1:20 180°00' 41.762 L 4 .
NO SL 1.30 new footpath 1500w
grade 1:40 8 Oa to council specification
? (Ay
7
125 122 back of kerb
“T.10- T08 1.06
concrete exposed aggregate existing square stormwater manhole lid 108
existing crossing to be removed 4,500 as selected to be replaced with circular standard MH lid
& replaced with kerb & channel, . to satisfaction to local council
rfa t
Counel|Standaré specifications the cockleshell
120]) {soo 27,210 600 190
1 19 00
200)}11190 3,010 00 5,610 190 6,210 190 5,810 200}/1190 3.010
1,200 3,790 5,610 6,590 5,810 3,790 1,000
1 3,544 26,790 1,000 00
note:

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

 

 

 

under 500sqm
- workmanship and materials shall be in accordance
. le .
no date amendments with relevant current s.a.a codes and statutory
: : : thorities requirements

dt 4500mm wide d fi pl authorities |

“ Mar 08 Front taco seing amende ° 400mm wide g ro U n 00 r a n - all dimensions and levels to be checked on site by
Modify existing stormwater manhole in Cockleshell builder before commencing work
- do not scale drawings

as required by council.

      
   
    
   

     
   
   
    
  

Client Location Drawing

K. & V. BRACKEN

Project

PROPOSED DUPLEX

   
 
   
    

andrew ine keller
design QBSA reg. 65073

   

FLOOR PLAN

 

Scale
1:100
Date
SEPT '07

181 GYMPIE TERRACE
NOOSAVILLE

     
    
  

  
  
 

Drawing no.

      

 

 

 

 

 

PO Box 1222 Phone/Fax:
TEWANTIN 4565 (07) 5449 9066

 

18.0707.1.1A

Page 6

 

 
 
 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

     
   
 
   
 

    

 

   

 

      
 
 
 
  
   

 

   

 

 

 

      
        

     
   
 
   
 
      
   
  
 

      
 
  
   
   

     

     

 
 
   
 
 
 

 

   
 
 
 

   
 
 

 

  
  
   

 
 

 

    
  

 

  

 

 
  

 

 

 

 

 

 

 

  
  
    
 
 

 

 

 

   
  
 
 
 
  

 

     
 

 

 

 
     

    
     
  
 
 

 

 
  

 

 

 

 

 

 

 

 

 

  

     

 

  
   
 

 

 

 

 

 

 

 

Front fences amended.

 

 

_ 3,205 _, 26,790 1,000 10,767 '
t ] 7,390 3,210 6,590 2,610 6,990 7 |
| 190 2007 1,000 a
200 be 190 6,810 190, 3,210 190), 4,410 190), 1,610 2.610 1,700 4,900 190), 600 ——
= eo = 4 —— — ee ee ee
OTT 6,100 16,210 5,500 6001 1190
< sil t f Tt t
®
1E ® = |
jus g ; stair details:
o ® 18R @ 175mm
2 16T @ 250mm
S fi i
evening wm Sat see tome mn
retaining wall chisting 2000h rendered block wall 190 a 1 1 2,000 1,310 7 190) 0°00" 41.762 M
D — =— t = ¥ = +t ‘
js : S ak FL 1.42 - * ( ¥ f
2 (7 (? : 3 lift ¢ontrot ift pit: . entry path i 8
® | t 2.610 9 LA? I =] _ Pl oe ae ea agg. hose point —remp-tp ~gate— 2
— new —2 LITITZ Scher. = 6 —
SN ly 4 = Ey 8 — LY Y 8 oe _ gate 200h glass pool fence intercom
S I ; 8Q L Le 4 eZ) Slatted screan J eT ee eer H Ww Ql =
N 2900 seamless epoxy flooring point | CWStezze "1 g ~ =
Al finish to cdrspaces seamless epoxy flooring |
— . finish to carspaces Hot g
™ vacuumaid —— s oO
a8 cS z 8
a A / RWtank \ 5 ® =
— ~ under -
| ceoh detail, | 4 ca rpa rk shaded area denotes t a T ! 2 z © oO
. under ol Qo —
. FL 1 65 false ceiling at 2550h see hy ota 8 5 ©
© wpe---- concrete | 4,000 £ “
ip a fall to pits to eng. detail ceed x @
a 2610 190), 8 Qo
mw - —- ~~ 1 2 £
N ee ip Ls. S
a =e LL a 9. —~ _ _ _ (LIPID IIIT ZI IA ig I oD
=) 9 oP herboard-clad block e188 2
2 & 8 as - SL465 ++ -- ss colurhn, joard-clad bloc! > | ®
~ pool pump garden downpipe he
© garden enclosure
NI SSS grade 1:10 powdercoated alum
sot) Metal Art Industries -—~ __ _— _ _ slatted screen 2000h rendered block wail
Superslat screen SL 1 .40 |
~—— P : a )
ean 5 2 4,400
2 grade 1:20 180°00 41.762 /
N NO SL 1.30 footpath 1500w
footpath — 9 rade 1:40 8 @ ‘ to counel ereuihecton
p EP - - ae (A>
“7 “A SH
oe |
TO 7.08
concrete exposed aggregate existing square stormwater manhole lid 108
existing crossing to be removed 4 500 as selected to be replaced with circular standard MH lid
& replaced with kerb & channel, to satisfaction to local council
fa .
Council Standard specications the cockleshell
190 bp 800 27,210 600/ fs 90
1 19 00
200} 1,190 3,010 00 5,610 190 6,210 190 5,810 200}11190 3.010
1,200 3,790 5,610 6,590 5,810 3,790 1,000
1 3,544 26,790 1,000 500
note:
total enclosed floor area (all floors): 490sqm.
no requirement for fire hydrant / hose reel
under 500sqm
- workmanship and materials shall be in accordance
no. date amendments with relevant current s.a.a codes and statutory
A 11 Mar 08 | Driveway crossing amended to 4500mm wide. g ro U n d floo r p | a n authorities requirements

 

 

Modify existing stormwater manhole in Cockleshell
as required by council.

 

 

 

 
  
   
   

      
  

  
 
  
    
    
  

  
   
   
    
  
 

Client
K. & V. BRACKEN

Project

PROPOSED DUPLEX

Location Drawing

andrew mekesllay
design QBSA reg. 65073

PO Box 1222 Phone/Fax:
TEWANTIN 4565 = (07) 5449 9066

 

FLOOR PLAN

  

181 GYMPIE TERRACE
NOOSAVILLE

   
 
 

  
 
    

Drawing no.

18.0707.1.1A

- 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 7

 

 

 

 

 

 
  
  

 

 

         
 
 

  
 
      

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

  

Provide new terminal manhole (MH) os specified by Noosa Shire
Council. Refer to NSC standard drawings for details.
a Provide new HCB house connection at ILO.800 as per design. 150 confirm
All redundant sections of sewer main shall be demolished and 2100 ventilation with Struct. 600sq access cover
removed. All infrastructure works shall be in accordance with Noosa location to suit Eng. ” ~ "* gas tight lid
Shire Council standards and requirements and at opplicants cost. ! -
* . a aS il ror.
o . + Q Ws x. ‘* — an
Provide stormwoter arvesting and arvesting and i
detention tank type precast concrete, detention tank type precast concrete, Detention Z.
_ __. Junderground brand: ALLCAST PRECAST oo underground brand: ALLCAST PRECAST total for F tencks
i with @50 slow leak for 2000Litre for _ with @50 slow leak for 2000Litre for i i
. 2 to be min 4000Litre
a detention detention. (2000litre per tank) slow leak #50
ee, ee _
| 4 : ~
| ' Harvesting Zone Overflow
ee ! total volume
| —y Bo ! per unit 8000Litre
| , Faw
. LE:
‘| Lg. ' 7 , . ¥ : a ~
| Ze Vii oy wt » we tf yt
| be , Whi i 3500
! My CH, . ~ ~|
| a “igi yg pon “Yili yy a | | | .
| A ¢&zZz typ Note: _Y at a DETENTION & HARVESTING TANK
: Lis ig, Grading of _covereg i ELT TLL
Srpark directed fo wy DETAIL SCHEMATIC

  
   

fo | Scale 1:25

207 7 - entry/exit

ey es ea H
#150 Overflow— anit Bebo = @ | _ i. is 2000min sy

Hot Dip Galvanised Kerb

  

Boundary

 

Title

coat | |

 

 

 

 

“50 slow leak. .-- ~~ - ae. i
porter boo Seas po : . adaptor to match kerb
tO er — 34 __ #100 FJ ~ __profile
GP6 aT To GP7 [3

 

 
  
   

 

300sq

 

 

 

GP4 GPS
300sq 300sq !

 

 

 

Provide 250mm wide] vie a
grated drain ra eae ten : :
| 125°x 75 x 6mm Galvanised Notes:
MS section 1. UPVC pipe to be 100mm heavy duty DWV

 

 

 

 

 

 

 

 

 

 

 

 

  
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
    
     
 

 

 
 

 

 

   

 

 

 

 

 

 

 

 

 

 

  

 

 
 
     
 

 

   
   

 
   
 

 
 
       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

Sw. Sw. Sw. Sw. Sw. Sw. Sw. Sw. Sw. Sw. + $Wo a Sw. Sw. s
: ; a ; Ww Sw. Sw. Sw. Sw Sw. Sw. S\
: 1 a class SN6
Convert concrete slab into _ . _ 2. All steel works to be hot dip galvanised
standard stormwater manhole a : Connection fitting 3. All joints on PVC pipe to be sealed with
r lid os part of footpath works. - refer Detail ‘A’ solvent weld cement (type N or P), or
- - — = = = SS ee = SS Few etl = —= == Se a 75min 75min rubber ring joint.
ce - Provid Pollutant 7 -- "| NOTE: |
= ws SS Tyee “Chee ae ant tice Levels and invert levels of the existing utilities such as stormwater manhole A
i ag discharge grated drain and stormwater pit could not be determined at time of design, hence are
= = dl obove strana bosket subject to survey. Ensure all stormwater Pipework maintaines the following Fitting for connection of #100
i : ding:
For Maintenance refer 2100 tor #100 € eS uPVC pip to 125 x 75 x 6mm
Clearmake” maintenance 1:150 for 9150 2 E ie MS section
Manual. Refer detail 1763-3 1:200 for 6225 and larger 2
— EET
: v SECTION B - B
A” _
Hot dip MS connection
a fitting or approved equivalent.
~ pipes to sealed with silicone or
1 mortar into fittings.
! DETAIL A
; TYPICAL CROSS SECTION OF STORMWATER TO KERB
te ! Apply to local Authority for
new domestic connection #32,
\ ! New connection at applicants
i -- : a expense. Provide new CV and
i HC a : > meter. Each Unit to be
' ‘ i provided with remote readout
: | i meter and isolating valve.
' ! Location of readout to be
f * coordinated with Authority.
: ui : |
: |
Il >
: | a i Amd Description Date 1
: | My ' : St ine To ee
' ' if i : = — ae _ _ a
: | ae po oe
; lL . 1 on _— _ era -
i i :
_ oo! | = ~ ~ ~~ Te ~ Oe
eg
. . . - . : ‘ |
as - - oe eo i. - IT ee ~ ~. 7 ' : we ee
pe I ' > | po eee
' Tt t [= ~ ' . A Stormwater revised os per conditions 4 & 5 ,12~03-08
Peo ee ee -- So ee . ae ~ Hild aaah Raa ld . - Toe —- — Provide connection for ~ = ot t -—_— | — fssue a __. Notes _, Date 1
ha : 2 -—. ~=|poel. Pool plumbing 3 For Development Approval, —|
: : y_others | For Building Approval 8 X | 149-07
: Gyr ye ~ —- Ww Ww
Ww Ww w w Ww Ww w w w w w4 Woe w W Ww W w w w w Ww WwW w Ww Ww w w | IFor Tender oo ce te
nd i - : 60 == For Construction
a at r a a 7 T ~ TT rs To
: 5 : IAs Constructed
: _ oe L Li es Lots ce '
i oT “ — ee —_ ” — ~~ te ~~ . 7 ~ ~ - - —
eee me Seb co > ai ai Gonstruction Fyciracullic
i Snitiding Sacviee Gaginears
=
WATER SUPPLY Membrane contact: Reinhold Koenning micAust RPEQ No 7023
TT PO Box 1176
Buddina QLD 4575
email: [email protected] PH: 5444 8645
_ oo, o _ _.. Www.conhyd.com _ _. __FK: 5444 8224
. _ _ Ce _ a 8 3 | CLIENT :
i oo 2
ee a a OL ~ ee - K. & V. BRACKEN
! ARCHITECT : 7

 

 

 

 

 

 

 

PROPOSED DUPLEX

1 i : : Lae. Pat ‘ :
Lo mo | Rubber | 181 GYMPIE TERRACE
: , ring seal 182 NOOSAVILLE a

Be Pog i He cad i
@) ft @) . io ' ANDREW MCKELLAR DESIGN
oan {|

   

 

 

   

 

 

 

‘s s ° i FT mg Gk so - oe DRAWING TITLE: |
a f ! pg ot a ' GALVIN OR EQUIVALENT
; | | Do oe : : VARIABLE HEIGHT FLOOR DRAIN
- i 4 : not to scale GROUND
Cee we re boo ae - me HYDRAULIC SERVICES :
_-) — — ~ Tt ma) ~ ~ ~ : ~ ~ ~ TD _ 7 _ ' ~
Design RK Checked” Date 13-9-07 Dwg. No.
ROOF PLAN \._Scabe + 1:100 onatuno. 2 fF 5 . 1763-2 A
RPD:~ Lot 1 on RP69868 4

4

 

Page 8

 

 

 

 

 

 

 
 
 

rading of covered
‘carpark directed to

Ly
Leg MA Fe : . entry/exit

   

 
 

 

    

£150 On off
“#50 slow leak-— — a /

 

 

 

 

 

 

na Fe OPS

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

    
    
     
   
     

 

 

 

 

 

 

 

 

  

 

 

       

 

 

   
 

  
 

 

 

 

 

 

 

 

 

 

300sq 300sq oo |
. 8225 1 -
so iin — >To To ~ ~ _ Tt SP a ee ee - Ton 3 hi
Provide 250mm wide Existimg stormwater manhole; °
grated drain KS levels subject to survey.
Sw. Sw. Sw. Sw. Sw. Sw, Sw. Sw. Sw. Sw.
Sw. Sw. Pe = re Sw. Sw. SW Sw. Sw. Sw. Sw. Sw, Sw. Sw. Sw Sw. Sy
“eo Y Convert concrete slab into :
standard stormwater manhole -
3 = lid as port of footpath works. ~
- = SSS — — =—=— = $= ee : - > a So ee
- ' ; NOTE: ‘
~ -~ ~ 1 Tyee sClen ai etont nee Leveis and invert levels of the existing utilities such as stormwater manhole
: ony discharge grated drain and stormwater pit could not be determined at time of design, hence are
eee above strainer pocket, Subject to survey. Ensure all stormwater Pipework maintaines the following
eon ei ce F700 for sr00
€ 1:150 for 9150
Manual. Refer detail 1763-3 1:200 for $225 and targer
STORM & SANITARY DRAINAGE
SSE SANHART DRAINAGE
face Description ' Date
fo ee - Sa
{A Stormwater revised as per conditions 4&5 —12=03-08|
Galvanized Metal—Class B ~ issue moos Notes —---p Date]
rate a #2 fase SSS SER SS SAS SEE Se ee ap For Development Approval | —
For Building Approval | X_ -
| For Tender _ _
1 Sewer Easement | for Construction poe
| : & Constructed
Perforated :
SS Mesh Screen ss |
— . | _
| pou si Troy i a i Hydraulic
OF f n erception
Salting Service Engineers
8
g Fernco Fitting i ‘ 7
i 1 : : :
Optional Fiow By i i : CONTACT: Reinhold Koenning MIEAust RPEQ No 7023 \
: So PO Box 1176
ee Oe ° ~ Buddina QLD 4575
w 2 x $100 : : email: rk@conhyd com PH: 5444 8645
Rg - . Mwwconhyd.com FX: 5444 8224 _
: : CLIENT :
Underweir Bo Lo. . He Le . oo.
Baffle ~~ os K. & V. BRACKEN
ARCHITECT: - a a
8 \ ANDREW MCKELLAR DESIGN
PROJECT: PROPOSED DUPLEX
181 GYMPIE TERRACE
780 NOOSAVILLE
FRONT ELEVATION SIDE ELEVATION EASEMENT PLAN SCHEMATIC (for details refer title documents) DRAWING TITLE:
CLEARMAKE GROSS POLLUTANT TRAP DETAIL WITH TRENCH GRATE STORMWATER
OPERATIONAL WORKS

 

Scale 1:20

 

Design RK. Checked Date 13-39-07 | Dwg. No.

pant 1:100 ON At UNO. 4 OF 5 1763-0-1, A
RPD:— Lot t on RP69868 5