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

 

 

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
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Sire Counc wiandaree cna requirements and st oposcorts cont ae ffs ove fant fe
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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
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= 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

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STORM _& SANITARY DRAINAGE !

 

 

 

 

TYPICAL CROSS SE!

 

 

 

 

 

 

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

    

 

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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

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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WATER PLY Membrane |
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L “| 3
K. & ¥. BRACKEN
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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

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(RPD:- Lot 1 on RP69B68