08/1491 - Response to Information Request [As Published] · 132008.1491

    
 

Living 1

Dining

UPVC bolted
trap screw

 

CO/IO TO SURFACE

NTS

1. All pipework 100 unless noted otherwise

2. All concrete surround grade N20

3. Provide the principal with accurate records
of i.o.s. locations upon completion.

 

 

Provide connection for
is’pool b’wash as per
detail design

Typical:
Use frog flap

 
  

Existing Sewer MH
NH08/03/04
LL2.19

1LO.31

    
      

Inground Concrete Water
Tank Under Garage.
Total volume 60,000 L
Refer Arch spec.

Existing HCB
HCB 6.99 (10)
Offset 1.50
IL1.060
SL2.290

°o
°o
Ss

Discharge grated drain &
Overflow from tank to

K&CH as per detail

30.614m 150°43°05"

 

STORMWATER & SANITARY DRAINAGE
GROUND LEVEL
PLAN

2000min

 
     
      

Hot Dip Galvanised Kerb
adaptor to match kerb
profile

joundary

Title

  
    

Tundish

eae

450

Pool backwash

 

Notes:
1. UPVC pipe to be 100mm heavy duty DWV
class SN6

x 75 x 6mm Galvanised
MS section

 
   

External

gully and riser

2. All steel works to be hot dip galvanised

3. All joints on PVC pipe to be sealed with
solvent weld cement (type N or P), or
rubber ring joint.

Connection fitting

Fitting for connection of 100
uPVC pip to 125 x 75 x 6mm
IMS section

SWIMMING POOL B’WASH_DETAIL

TYPICAL CROSS SECTION OF STORMWATER TO KERB

 

 

FIXTURE DISCHARGE
PIPE DIA.

 

 

 

PITT TIT TIT E

New architectural layout 31-07-08

Issue Notes Bate]
For Development Approval

or Building Approval
For Tender

 

or Construction

re
So
7
&

As Constructed

a3 Gonstruction fiydraulic
Baulliding Service Engineers

   

contact: Reinhold Koenning MigAust RPEQ No 7023

PO Box 1176
Buddina QLD 4575
email: [email protected]
www.conhyd.com

PH: 5444 8645
FX: 5444 8224

ARCHITECT :
MIDDAP DITCHFIELD Pty Ltd

 

PROJECT:

51 WITTA_CIRCLE
NOOSA HEADS

DRAWING TITLE:

STORMWATER
& SANITARY DRAINAGE
GROUND

 

Design| RK _|Checked]

 

 

SCALE: 1 : 100

A
RPD:— Lot1140nN21845