3065 Colour 161015 · MCU16/0046

 

  
  
   
  

 

 

 

 

— — — — — — — — — — — — — — — — — — —
DRIVEWAY BELOW
200x45mm VERTICAL FEATURE
TIMBERS wi65mm SPACINGS (SDD)
RECESSED a
FRAMELESS GLASS
BALUSTRADE (SDD)

   
 
   
 

 

 

DINING

RL 20.000 VOS

PY

 

EXISTING RETAINING WALL —= |
ALTERNATING HORIZONTAL

TIMBERS TO SPEC (SDD)

4x —\INE OF BULKHEAD

  
 
 

 

LIVING

 
  
 

 

PORTHOLE.
SKYLIGHT.
100x100mm _|

SHS (TED)

(SDD).

    
 

   
 

 

   

 
 
 
  
  
 

100
REFER TO BASEMENT
PLAN FOR CONTINUATION
TERRACE _
Z
| RL 19.930 VOS {

   

 

  
 

100x100mm
SHS (TED)

   
 

LINE OF UPPER FLOOR &
GROUND FLOOR ROOF OVER

 

 

 

 

 

 

 

 

PROVIDE 300sq GRATED |
FIELD INLET AND
. DISCHARGE VIA #100

 

 

 

GLASS POOL FENCE (TCR)

nl i
RL 20.000 vos _
MAX DEPTH = 1.8m

 

ap

 

 

STEPPERS TO SPEC

 

 
 
 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
    
  
  
  

   
   

 

  

 

 

 

 

 

 

 

 

 

 

    
  
 
 
 

 
  
   
 
   
 
 
    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

  

 

 

  
     
    
  

 

 

 

 

  
 
    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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| SS RES CEES ESR nea et \ y / \
ig ee Rey : t veel | & % /
Wl “ALL |
LAP POOL | | | r \
| |
\ \ \ ee _— FLAT ROOF |
at \ | VOID \ \ — ya |
\ \ FALL |
L \ ~~ J
ECO l PROVIDE 25mm DEEP RECESS pA
SLOPING TOWARDS DP INLETS. ,
Oo see SHOR PROVIDE SS360 CUSTOM MADE CONTINUE TO GROUND) \cosouaree OVER \
ro spec COLLAR WITH MESH FOR 3 DP’s
@) CONCEALED IN WALL BELOW 200X200X200 OPEN SUMP
(REFER ARCHITECTS PLANS) AND PROVIDE #90 DP
Le _ —_ _ —_ _ _ — — — _ _ — _ — — —_ — — — —
CONTINUE WITH #150 TO INFILTRATION CHAMBER.
REFER TO BASEMENT PLAN FOR CONTINUATION oH y
t t SS360 COLLAR CUSTOM MADE
\ SS360 COARSE MESH OVER DP’s
\ 3off $90 DP’s
PROVIDE. INFILTRATION
CHAMBER AS PER
DETAILED DESIGN
SL14.000
1L12.800
——~ Vo | y
= (ALL Is _ S/S
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
DRIVEWAY /\ [Amd Description Date
PROVIDE 250 WIDE GRATED DRAIN | |
9150—=— CHANNEL WITH TRAFFICABLE, HEAVY LJ
DITY GRATE AND DISCHARGE TO
STANDARD 900sq 7
INFILTRATION CHAMBER VIA ¢100 a CONCRETE CHAMBER ELEVATED, HINGED GRATE
Kmkne. XT \ SURCHARGE
tae _/ | SL14.000 J SL14.000
7 \*A | ut x x
A> ee aan
BED2 _ > EXISTING RETAINING WALL —=— | + a
RL 17.000 vos ae / H 900x900. Bi
‘ - 9150 4 4
1L13.500 : o
PROVIDE 100mm WIDE: JOIN RETAINMENT WALL SUBSOIL | VW p 4 8 Issue Notes Date
BED 3 _ GRATED DRAIN DRAIN (AGI) TO MAIN DRAIN LINE “I Hi For Development Approval
x CHANNEL AND 4 ; a
___ (Ro8t 50 DISCHARGE TO MAIN | ‘4 CEOTEXTILE 8 For Building Approval
RL 17,000 Vos \ - on LINE. VIA 090 | 3 SUSAR _ For Tender x 16-10-15
eS \ — SISOS INS For Construction x 16-10-15
=. \ oO
RL 17.000 vos \ | S| si12.800 Ee As Constructed
\ \ Dee
RETAINING WALL (TED) \ \
\—# 100 \ i | E
REFER TO GROUND PLAN \ .
\ _ COARSE AGGREGATE MIN #80 | et
RL 17.000 VOS (ENCLOSED SUBFLOOR) FOR CONTINUATION \ ) Hyd raulic ie
| \ —)
5H wn cool ORC TAINRG WALL POR | \ ~ STORMWATER ON SITE INFILTRATION AND Va ~\
equwent | | . | \ /\ SURCHARGE CHAMBER : ‘ ‘
9150 DETAILS OF RETAINING | | contact: Reinhold Koenning MiEAust RPEQ No 7023
— || WALLS REFER TO | \ \) PO Box 181
—_ iP _# | STRUCTURAL ENGINEERS | \ - Moffat Beach, QLD, 4551 AHSCA
|| > DRAWINGS. | \ f\ email: [email protected]
\\ POOL ABOVE (itu) P \ K PH: (07) 5491 4333 FX: (07) 5491 4233
100——| 9150 | (FILL) | | | a 200 CLIENT =
\\ Li | \ ROOF SLAB
—— \ CeARINCR DIRECT RUNOFF TO AND G HENNESEY & S CRISP
| \ SPIT OVER OPEN SUMP
\ — OPEN SUMP. :
REFER TO GROUND PLAN FOR CONTINUATION | S ARCHITECT “cheis CLOUT DESIGN
a > <|
Le ee \ ol (PRosect: 25/512 DAVID LOW WAY >
\ g —— CASTAWAYS BEACH
\ 25 MARCUS DUNES COURT
\ . DRAWING TITLE:
| STORMWATER
| JS DRAINAGE
DOWNPIPE
I~
#90 l
Design RH, Checked | Ch [Date 16-10-15 | Dwg, No. AMD,
OPEN SUMP DETAIL DP4 \. SCALE: 1: 100 oN At UN.o.| 2 Of 4 3065-2 J
RPD:— LOT 25 SP 111721