MCU15/0071 - Response to information request

 

 

 

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fo

 

+ ALL RETAINING WALL WORKS, ;NCLUDING EXCAVATION FOR RETAINING Wi! NER

. FENG STO GSTRITED CORDES LE

WALL LOCATION AND WALL THICKNESS -A.

+ ADDITIONAL COSTS MAY G2 INCURRED BY THE OWNER SHOULO WALL CONSTRUCTIONS A) mwa

\VARY FROM. TH DRAWING “ate

~~ | © ALLWORKG {IRRESPECTIVE OF REQUIRING A COUNGH APPROVED) MJST MEET THE
REQUIREMENTS OF THE BUILDING CODE OF AUSTRALA WOOO TS

~ ENGINEERING ADVICE AND CONSTRUCTIOK BY LSENCB TO

» GWNERS WORKS MUST ACCOUNT FCR THE WALL BEM

aeolanen
WAALS AS NOTED BY PRIVATE CERTIFIER IN THER

a RELAXATION IF APPLICABLE y
REFER TO RETAINING WALL NOTES INCLUDED INNEW HO

 

 

22400 BK
eS
2g

SURFACE WATER]

GRATE LINES |

“> ~/10 SOAKAGE PIT}: -

 

 

 

 

 

TYPICAL SPOON DRAIN
& SWG POSITION DETAIL.

 

 

 

 

 

 

 

  
  

a ~
LILLE ULL
—S 7

 

 

 

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SOIL Z
& ™~
~ ™~

~~

 

 

 

SPOON

 

 
  

 

 
 
 
 
  
    
  
 
 
 
  
  

~ ~
™ ™
APPROX POSITION OF
3m3 SOAKAGE PIT. 3M
MIN. DIST FROM BUILDINGS
& BOUNDARIES

 

 

 

 

 
 
 
 

>» FROM THE OUTSIDE OF THE

  

 

‘ .
NOTES

SETBACK DISTANCES ARE
FASCIA TO THE BOUNDARY.

EAVE WIDTH TO OUTSIDE OF
FASCIA IS 650mm MAX.

 

 

 

 

 

 

i}

 

STORMWATER LINES
TO SOAKAGE PIT

 

 

 

   
     
  
     
 
 
 

 

 

VY ruture ae
: a: GRATE, BY OWNERS.\..

  
   
     
  

 

 

 

 

 

    
    

 

o
fy
o

yy

fotercour ss

HOME SEWERAGE

    

   
 
   

SITE COST OPTION:-1.04.15

 

 
  

 
   
  

LOCAL AUTH.
PARISH NOOSA

ww |PROPERTY DESCRIPTION

TREATMENT. SYSTEM
SUPPLIED & INSTALLED AT Fe KE COOROBAN ROAD
BY OWNER

WAX Zak FROM HOUSES | suaure COOROIBAH

NOOSA SHIRE COUNCIL

 

 

 
    

DETACHED
BEDROOM 5

CUT:- 0.55
FILL:- 060
ee ee
NOTE; PLAFOR HERIT |SEnonecey tp seme
Preah can vakt :

Bue 16 Se COND.

COUNTY MARCH

UBD REF. -

AREAS Mt
LAND 2 ho
SITE COVERAGE 1.53%
SITEWORKS | LEGEND

DENOTES 109mm
DIA PVC STORU-
WATER PPE.

      
   

‘STORMWATER PIPE,

 

 

 

IBUSHFIRE ATTACK LEVEL 12.5
REFER 70 CONTRACT

 

 

 

SPOON
OF THE

 

HELP DIVERT WATER AWAY
FROM THE HOUSE PAD

DRAINS TO THE BASE
SITE EXCAVATION TO

CRITICAL PAD LEVEL
INO

 

NOTE : ALL BUILDING WORKS ARE TO
COMPLY

MPLY WITH, THE BU!LDING
CODE OF AUSTRALIA,

 

 

 

FILL TG BE PLACED AROUND
THE PERIMETER OF CONCRETE
SLAB (IMMEDIATELY FOLLOWING
SLAB POUR) TO DIVERT WATER
AWAY FROM FOUNDATIONS.

WRITTEN DIMENSIONS SHALL TAKE
PRECEDENCE OVER SCALE.

 

SURVEYOR No. —_AS:1560858

 

 

 

100mm STORMWATER
LINES TO ENTIRE SITE

 

 

NOTE: USE TEMPORARY

DOWNPIPES.

 

 

NOTE: TEMPORARY FENCING

 

 

 

 

    

oral
Homes

Corat Homes
36 Laver Ortve, Robina 4226
P.O. Bax 4627, Rubina Town Centra 4230
B.S-A LIC. Ne, 1014053 (OLD)
B.5.0 LIC. No. B20B4C (NSW)

 

 

 

 

 

 

CLIENTS

 

 

 

 

 

 

 

 

 

 

 

 

 

WE

 

Tree Legend : 20.54 : ic :
z B. & R. BLACK
1, &® | Lake Cooroikah Rood | lors tare Gooromay roan
FINAL SIGNED Copy | COOROIBAH, QLD
= B=Trunk Dla ACCEPT THAT THESE PLANS ARE THE Fanaa | CHECKED TENDER LETILR
HeTree Helght PLANS & The Hive Gaecken SHED WAT WALTER 6
ii <Totel Canoy "> AHD RL APPROX. POSITION OF CE ea Ca ae DRAWNG REFERENCE No.
—g 20.514 | DRIVEWAY BY OWNER. SPATUET RENEE TE, i SITE PLAN 23836
“TI ALL WORKS 70 SUIT « OUES. SCALE: 1-200 OATe; CP:71.05.15
x OWNERS TO REMOVE ALL OR ANY TREES COUNCIL RECUIRMENTS, 7 - f DRAWN: KTH 1065.07.15
a NEAR HOUSE WITHIN 1.5 TIMES THE MATURE ALL STTEWORKS/RETANING’| Greene FROREDT SORE
SITE PLAN ) | VEIGHT OR OTHERWISE AN ENGNEER DESICNED) =. 9 ; \e WAS Y OAR IF HET OF 3
=) — [ROOT BARRIER SYSTEM WILL BE REQUIRED. XY) ~ Shag Oy fi. (ORNE TO FoLLoW NGL) ||ainaserscumnAE FRE | CY Tie SORA, HOLES (GROOF
Stx° Sc“ lobi um. CO
GG - Bw ~"