MCU15/0071 APPROVED PLANS

    
   
     
 
   
   
   

   
 

 

 

AL RETAINING WALL WORKS, IGLUDING EXCAVATION FOR RETAINNG WAL IER ~ SN _ . . >.
RETAMNS WAS TOBE CONSTRUCTED BY ACEOREANCE WT iG NCLUBIN ~S se NOTES So
ADDITIONAL COSTS MAY BE INCURRED BY THE OWNER SHO mS = —= SETBACK DISTANCES ARE
VARY FROM THIS DRAWING = ~ APPROX POSITION OF \ FROM THE OUTSIDE OF THE
& “N 3m3 SOAKAGE PIT. 3M \ FASCIA TO THE BOUNDARY. [ ~~
ISENCEE 3 ™ — |MIN, DIST FROM BUILDINGS| EAVE WIDTH TO OUTSIDE OF
ONNERS MORE MIST GODIN FR TH WAL BES ™ [& BOUNDARIES gf FASCIA IS 650mm MAX.
ANY SEWER OR STORMWATER EASEMENTS OR BUSTIN ~ \ ~~
OWNERS WORKS MUST ALSO INCLUDE PROVISION so \e 1 eT
A SEPERATE COUNCIL APPROVAL WILL BE RECHAR a
WALLS AS NOTED BY PRNATE CERTFIERIN THAR
RELAXATION IF APPLICABLE x
>
APPROX. POSITION OF / SITE COST OPTION:-1,04.15
HOME SEWERAGE ry PROPERTY DESCRIPTION
TREATMENT SYSTEM LOT 3  — ONRP136234
an & INSTALLED 12 LAKE COOROIBAH ROAD
MAX, 22Lm FROM HOUSE SUBURB COOROIBAH
> LOCAL AUTH. NOOSA SHIRE COUNCIY
ee PARISH NOOSA
‘ COUNTY MARCH
\ —_ UBD REF. =
\ . 2 AREAS e
STORMWATER LINES LAND i ho
TO SOAKAGE PIT aaa SITE COVERAGE 1.53%
Vey Ve peTachen \SITEWORKS | LEGEND __
\ \ a BEDROOM 5 |CUT:- 0.55 DENOTES 100mm
1 ' 18 FILL:- .080 DA PNG STORM
Bo ey yg PAD AHD.:— 19.90 ;-HALEEFICE.
SURFACE WATER | Jy \ yaks SLAB AHD,:-20,.50 [EISEIES 250 x 250
GRATE LINES ot \ ROE: PLATFORM HOGHT |Z conwecten 10 SEPARA
~{10_SOAKAGE PIT}: \ TuETO Sie Cong” | STORWHATER Pe.

 

 

 

  

 

   

 
 

 
  
  

  

 

 

 

 

TYPICAL SPOON DRAIN
& SWG POSITION DETAIL.

 

 

 

 

 

 

 

Tree Legend

 

 

 

 

 

 

 
 
 
 
 

 

 

 

 

 

 

 

 

 

FUTURE oN
GRATE, BY OWNERS.

 

   
 
 
 
     
 
 
 
 
 
    

  

 

 

 

 

 
 

 
 

 

 

 

 

  

 

PROVISION FOR

0.19

  
  
  
 
     
  
  

     
     
 

 

 

 

 

 

 

 

 

 
 
 
  

 

 

 

 

BUSHFIRE ATTACK LEVEL 12.5
PLEASE REFER TO CONTRACT.
DOCUMENTS FOR FULL DETAILS

 

 

20,04

 

SPOON DRAINS TO THE BASE
OF THE SITE EXCAVATION TO
HELP DIVERT WATER AWAY

   
  
  
 
   
  

  
 

 

 

UE TO STE COND,

CRITICAL PAD LEVEL ]
MINO

 

 

NOTE : ALL BUILDING WORKS ARE 10
COMPLY WITH THE BUILDING
CODE_OF AUSTRALIA.

 

 

FROM THE HOUSE PAD

 

WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALE.

 

FILL TO BE PLACED AROUND

SURVEYOR No. — AS: 1560866

 

THE PERIMETER OF CONCRETE
SLAB (IMMEDIATELY FOLLOWING
SLAB POUR) TO DIVERT WATER
AWAY FROM_FOUNDATIONS.

100mm STORMWATER
LINES TO ENTIRE SITE
NOTE:— USE TEMPORARY
: DOWNPIPES.
NOTE:— TEMPORARY FENCING

 

 

 

 

 

 

 

 

 

Ge
Coral
Homes

Coral Homes
36 Laver Drive, Robina 4226
P.0. Box 4627, Robina Town Centre 4230
B.S.A LIC. No, 1014083 (QLD)
8.8.0 UO. No. 520840 (NBW)

 

 

CLIENTS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

APPROVED PLANS

MCU15/0071 14 AUG 2015

 

 

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