07/2024 - Additional plans [As Published] · 142007.2024

DECEIVE
~ 04 oct e097

390°55°00" 19.924m
72 7 - “EXISTING (00 HOUSE. CONNECTICN By Noosa Buiidiqg Certifiers
| IL. 11.360. EXIST FC

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= (INFORMATION FROM “COUNCIL RECORDS)

 

 

 

  
   
  
    

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— — , NE 11 888 P 12,875 ——

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scuARe a <
(MSO °GRATED S/W PIT
ne re ae 90054 GALVANISED
EELGUARD’ GRATE (MEDIUM DUTY)

600 SQUARE ACO GRATED S/W PIT
TYPE 66 WITH 90054 GALVANISED J
HEELGUARD GRATE (MEDIUM DUTY) a
ORERTOR WATER DISCHARGES TO
GRATED PIT. PLEASE NOTE THAT

OUTLET OF DIVERTOR MUST BE ABLE TO
BE REWOVEDSIN S/W PIT FOR CLEANING
AND THEREFORE SHOULD BE INSTALLED
NEAR TOP OF PIT

RAIN: HARVESTING INGROUND
FIRSTFLUSH WATER DIVERTER
SYSTEM. DIVERTED WATER TO
DISCHARGE TO GRATED S/W PIT
ADJACENT DIVERTOR, 1.5M LONG
(112L OF WATER TO BE
EACH RAINFALL)
0.5L 2 FOR FIRST FLUSH

DIVERTOR WATER DISCHARGES TO
GRATED PIT. PLEASE NOTE THAT
QUTLET OF DIVERTOR MUST BE ABLE TO
BE REMOVED IN S/W PIT FOR CLEANING
AND THEREFORE SHOULD BE INSTALLED
NEAR TOP OF PIT

RAIN HARVESTING INGROUND

FIRSIFLUSH WATER DNERTER
SYSTEM. DIVERTED WATER TO; ,
DISCHARGE TO GRATED S/W PIT t -
ADIACENT DIVERTOR, 1M LONG
(77L. OF WATER TO’ BE S
DIVERTED EACH RAINFALL) S|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

EAVES GUTTER TO BE SAME HEXGHT-+H
AS BOX GUTTER HiT TIN,

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ig 1500?

 

 

 

 

 

 

 

 

 

BOX GUTTER TO BE A MINIMUM OF
450MM WIDE X 130DEEP WITH 130DEEP
RAINHEAD. SEE DETAIL g

  
   

0.5L PER 1M2 FOR FIRST FLUSH ng i Ms [L. ssanlle

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+ [LE eeMe AL 14.88 Aah NP ul! PLAN FOR CONTINUATION | scans) | it

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PLAN FOR CONTINUATION 100 | == y HEPA __| TTT ar | (092 ys
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z 7 ees | | Store \ C ) : PLAN FOR CONTINUATION

|

ACO K100 WITH CLAS$| A GRATED — t
4200 (SLOTTED STEEL REFER TO GROUND,

_ GaN Sanna | : SHEEN oF

Unit
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||| 3 --FOR CONTINUATION REFER
Tol” TO FIRST FLOOR PLAN

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REFER TO GROUND rioor—/
PLAN FOR CONTINUATION

 

 

 

Unit 2

 

 

aiomald
2

 

 

 

 

 

& SAFETRAY FOR_HWI |

501D —
TO DISCHARGE TO S Unit

Unit 1!

 

 

 

 

 

 

Visitor nS —_——_— i NO in Visitor | i"
| a ose, St

 

 

 

 

 

 

 

 

 

 

NOS
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li |
piece!

 

 

 

FROM GRATED DRAIN:-REFER TO FIR
|FROOR PLAN FOR CONTINUATION

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(16.58

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

—_ —_ ACO K200 CLASS 'B’ GRATED

TYPE ~ 95049 GALVANISED STE ‘cRi)
FIRST FLOOR PLAN SECOND FLOOR PLAN

GRATED DRAIN OR APPROVED EQUAL
SCALE 1:100 SCALE 1:100

 

 

50_UPYC/@_1:100
U

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FROM GRATED DRAN. REFER TO SECON)
FLOOR PLAN FOR CONTINUATION

 

 

 

 

 

 

 

 

 

 

 

 

 

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POSSIBLE WHLST STIL MAINTAINING THE
COVER AS PER AS 3500.

  

 

 
     
   
 
    
  

 

 

 

 

 

 

LOT 12 ON SP179879
COUNTY OF MARCH
PARISH OF WEYBA
15 GRANT STREET

NOOSA HEADS

QB.S.A. No. 065414
LINDLIGHT HOLDINGS PTY. LTD. ACN O10 852 212

burleigh design drafting

ELEESUEPS HP ie ie! | | P.O. Box 217, CHIRN PARK, QLD 4215
Phone: (07) 8591 2155
Fax : (07) 5501 2188

HYDRAULIC CONSULTANTS.
sweet design
innovations

INNOVATIVE HYDRAULIC SERVICES DESIGN. ABN 75 662 887 875
UNIT 4/9 SILKWOOD STREET,
ALGESTER, QUEENSLAND 4115
PHONE — (07) 3276 1996
[email protected]

MR&MRS TODD

 

 

 

 

 

 

 

 

  
 
 
   
    
  
 

 

 

 

 

19.45
&

J) %: beck of kerb

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

— ~~... |X 75MM. DEEP DISCHARGING
Vo ,|INTO BACK OF EAVES GUTTER |

 

 

 

 

 

| EAVES TO HAVE A MINIMUM;

| OF 8500MM2 CROSS SECTION AREA | | ills
| : il.

1000P Za |

       
 
    
      
      
   
 
  
    
 
   

eage of biturrer

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

19.33 4
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e,
>
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Lo

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OF 200MM WIDE
1:200 GRADE.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

v
“To
=z
—
YD

Eo Tv BOX GUTTER SIZE 200MM WIDE-
— X 75MM DEEP DISCHARGING =!
NTO-BACK OF EAVES” GUTTER

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SITE/GROUND_ FLOOR PLAN

SCALE 1:100

 
 

SECOND FLOOR ROOF PLAN

SCALE 1:100
\VENT/

|

|

|

 

  

 

 

 

 

 

EAVES GUTTER TO HAVE A MINIMUM OF 18000MM2
CROSS SECTION AREA.

FIRST FLOOR ROOF PLAN

SCALE 1:100

  

‘SANITARY PLUMBING,
DRAINAGE, STORM WATER,
AND SCHEMATICS

150 DOWNPIPE
OR 150X150

 

   
 
  
    

HYDRAULIC SERVICES
fees | gon

 Gurpyng esoon Ag NN | |
i 130 4 r.. ae

5uGl BOXGUTTER AND_RAINHEAD DETAIL ELEVATED DRAINAGE SCHEMATICS

NOT TO SCALE NOT TO SCALE

      

01.10.07