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

 

 

 

 

 

 
  
  

 

 

         
 
 

  
 
      

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

  

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

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