3065 Colour 161015 · MCU16/0046

Page 2

 

  
  
   
  

 

 

 

 

— — — — — — — — — — — — — — — — — — —
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

 

 
 
 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
    
  
  
  

   
   

 

  

 

 

 

 

 

 

 

 

 

 

    
  
 
 
 

 
  
   
 
   
 
 
    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

 

 

 

 

 

 

 

  

 

 

  
     
    
  

 

 

 

 

  
 
    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ I ae I Y FLAT ROOF \  \
| CUE Sa | | } |
| | Sehnert es Py \ cau \ / \ i
| 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

 

 

 

Page 3

 

 

 

EXISTING UNITY WATER———
PROPERTY SERVICE
CONNECTION POINT
SL13.390

IL12.770

L=0.77m

EXISTING unity

WATER SEWER
MANHOLE
SM2666428
SL13.340
IL12.350

EXISTING UNITY:
WATER SEWER
LINE

%150uPVC
L=18m

USIL15.770
DSIL12.400

~ C.0.8.

lee 3.390
1L12.770

Ss

 

 

 

 

DROP TO BASEMENT FLOOR.
REFER TO BASEMENT PLAN
FOR CONTINUATION

      
 

  

   

 

 

   
 
       
 
 

 
 

 

 

(cea

DRIVEWAY BELOW

200x45mm VERTICAL FEATURE
TIMBERS wi65mm SPACINGS (SDD)

 

     

 

 

 

 

 
 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

_
RECESSED —
FRAMELESS GLASS
BALUSTRADE (SDD)
EXISTING RETAINING WALL —==-
TY
ALTERNATING HORIZONTAL
can TIMBERS TO SPEC (SDD)
@50 SUSPENDED:
UNDER GARAGE
LINE OF BULKHEAD CEILING
STUDY
LIVING 4100x100mm
SHS (TED)
TERRACE . a
| i ———" BATH
RL 19.930 VOS 4100x100mm F \
j SHS (TED) $ \
SECRE bal
GROUND FLOOR ROOF OVER DOOR  Ge)\_ 8H
EG
GLASS POOL FENCE (TCR) Z 7 I
ENTRY | ] ] L
8 RL 20.000 VOS
2 LAP POOL uP
% : 7
g LINE OF VOID OVER (SDD) MAX DEPTH = 1.6m A
b #100 SUSPENDED UNDER SLAB
OUTDOOR SHOWER CONTINUE TO PLANT ROOM. REFER TO
TO SPEC BASMENT PLAN FOR CONTINUATION

 

Ls rcoueve

  

BED 3

RL 17.000 VOS

 
  
 
 

BED 4

RL 17.000 Vos

#100 UNDER SLAB

  
    

IL14.900.

 

 

 

 

DROP #100 IN PLANT ROOM BELOW

 

 

 

ROCK RETAINING WALL
BY LANDSCAPER 2~—
_ CC /

 

  

DRIVEWAY

 

 

BED 2

RL 17.000 VOS

 

 
  

 

Rose

RL 17.000 vos

>

 

 

 

 

LINEN

 

 

 

 

)

EXISTING RETAINING WALL —=—-

   

  
  

 
   

GARAGE

  
 

RL 16.950 VOS

  

    
  
  
 

 

 

RETAINING WALL (TED)

 

 

DRYING

 

FWG AREA \

#40 FROM Td \
RL 17.000 VOS (ENCLOSED SUBFLOOR) \

 

 

ri
3)
a

POOL,
EQUIPMENT.

 

 

 

 

 

 

 

 

(FILL)

POOL ABOVE Li 6.400 it) |

C.0.S.

#100 UNDER SLAB

 

 

 

 

TYPICAL:

DRAIN CHANNEL AND
OVERHEAD SHOWER HEAD
TO ARCHITECTS SPEC

 

 

 

   

Depth as required

 

  
   

 

 

FLAT ROOF

 
  

CONCRETE HOB (TED)

 

OVER FLOW RELIEF

GULLY (ORG)

 

UPVC bolted 2
trap screw S
| °
N
E
GROUND
LEVEL

 

CHARGE PIPE IN ACCORDANCE
W/ AS3500.2:2003

 

 

CO
NTS

10 TO SURFACE

 

       

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Lo000n9
lay

UT]
J
&/

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Lup Ley
— Ley,
— Ly
CONCRETE HOB (TED) —™ ky

Ley,
UY
Ley,

&
Y
Y,
gC

~~

SKYLIGHT TO

    
  

  

RL 23.000 VOS

  

150 _ MIN. TO LOWEST FIXTURE

 

 

 

 

 

WASTE PIPE

 

OVER FLOW RELIEF GULLY

MINIMUM OVER FLOW RELIEF

GULLY (ORG) CLEARANCE

1. All pipework 100 unless noted otherwise

2. All concrete surround grade N20

3. Provide the principal with accurate records
of j.o.s. locations upon completion.

Tundish

Pool backwash
25mm pea

External
gully and riser

 

 

 

 

SWIMMING POOL BACKWASH _ DETAIL
SCALE: NTS

NOTES SANITARY DRAINAGE:

1. NO CONNECTIONS SHALL BE MADE WITHIN 500mm OF BASE OF

ANY STACK

2. ALL STACKS TO BE PROVIDED WITH EXPANSION JOINT AND TEST
GATE

3. ALL FLOOR WASTE DRAINAGE LINES INCLUDING LINES DIRECTED

TO STACKS SHALL BE NOT LESS THAN 65mm

 

——

_—
- PLANTER (TED)

 
 
   
  
 
 

TERRACE

RECESSED FRAMELESS GLASS
BALUSTRADE (SDD)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

FIXTURE DISCHARGE
PIPE DIA.
Bth 40
Bn 40
Shr 50
wc 100
Sk 50
LT 50
Safe tray 50
FW 65 uno
100 under
ground

 

 

 

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Amd Description Date
Issue Notes Date
For Development Approval
For Building Approval
For Tender xX 16-10-15
For Construction xX 16-10-15
IAs Constructed
Hydraulic :"
4 . ,
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551 AHSCA
email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
G HENNESEY & S CRISP
ARCHITECT :
iS CHRIS CLOUT DESIGN J
(Proect: 25/512 DAVID LOW WAY Y
CASTAWAYS BEACH
25 MARCUS DUNES COURT
DRAWING TITLE:
SANITARY
DRAINAGE
Design] RH. checked] 2h [Date | 16-10-15 | Dwg. No. AMD.
\ SCALE: 1: 100 On At u.No.] 3 Of 4 3065-3 J

 

 

 

 

 

RPD:— LOT 25 SP 111721

 

 

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ROOF ROOF
Mg20 FT TT gag Ve]
JOIN 920 TO EXISTING PROPERTY SUPPLY ! pet ! '
= =— I od I |
ay ‘TV yoy XS J CLIO © 1
C ML aaa O Bn Bn | 920
_ 7 Shr we Bth !
[— |
LEVEL 1 LEVEL 1
EXISTING METER !
DRIVEWAY BELOW ( \ |
\ '
TIMBERS wissnim SPACINGS (SDD) 920)
_ 1 #20 EXISTING WATER METER
ani | C1 © '
/ <4 ( [ \\ KITCHEN O Bn |
FECEETED. oe KITCHEN rT \ Dp eRmrrmOo ss SHR
S GLASS 7 if } LL “~~ Sk Shr WC
BALUSTRADE (SDD) Y a KAZ |
PROVIDE 15 STOP VALVE Q 7 \ I~ EXISTING RETAINING WALL —#=- | He
FOR FRIDCE/FREEZER. (> GROUND | | | GROUND
RISE FROM BELOW \ ALTERNATING HORIZONTAL {- STL gga — SILLS fe LDS TT fa 22 920
TIMBERS TO SPEC (SDD) g20 ] q @20 TT 20 |
DINING H 1 1 '
RL 20.000 Vos RISE TO SINK x \ ! | | |
LINE OF BULKHEAD FROM BELOW & ) | \ |
» J ! ' t 4
& rd | Ld
SY x Poa
RISE 920 HOT&COLD IN | | , co Hws
DUCT AND CONTINUE IN - HC [Ge] PORY © ! !
LIVING Seay LEVEL OF UPPER’ SLOOR BASEMENT mw te Shr L__] BASEMENT
SHS (TED)
ue) SOR RISE FROM BELOW
AND PROVIDE
=| TERRACE _ ISOLATION. VALVE
Z F
i RL 19.930 VOS i 400x100mm
‘SHS (TED) ~
LINE OF UPPER FLOOR & - STEPPERS TO SPEC » WATER RETICULATION DIAGRAMATIC
GROUND FLOOR ROOF OVER, Lo }
GATE \ —_/)
GLASS POOL FENCE (TCR) [\
\ INTEGRATED ENT { | Sy
RISE FROM ec.ow ENTRY \ | UY |
\ terol BASEMENT RISE HOT&COLD ~ ROOF ROOF
Ap poo RL 20.000 vos 3,70 HIGH LEVEL TO SUPPLY WALL () | FIXTURE DISCHARGE
L L MOUNTED MIXER TO CEILING / | PIPE. DIA.
LINE OF VOID OVER (SDD) MAX DEPTHS 1.8m A ‘i SHOWER HEAD — 3! Bth 40
{ = i 3| Bn 40
AC =f Shr | Shr 50
So - | wc 100
REFER TO BASEMENT PLAN FOR CONTINUATION OUTDOOR SHOWER — Sk 50
TO SPEC
| LT 50
<< | Safe tray 50
” I FW 65 uno
| Bn Bn 100 under
Bth ground
Shr FWG| WC tae
LEVEL 1 NOTE: ——— LEVEL 1
\ ALL STACK JUNCTION SHALL
' COMPLY WITH AS3500.2.2013,
CLAUSE 6.6.5
OPPOSED CONNECTIONS
AND RESTRICTED ZONES
a ae = 9100 Bn AAV UNDER BENCH
Kean ed pw » ) O Sk
AY ( BYLANDSCAPER a TG L
_/ oo GROUND Shr FWG WC q GROUND
~ 9100
DRIVEWAY \ $100 8
\ | #100 8
RISE TO FRIDGE/FREEZER ABOVE UT
Bn ut
_ TYPICAL 965 ORG
_—~= 4 —_ cos i sere“) Ly ens ta WC Cy
FOGreratyowde |) BASEMENT a } BASEMENT
> a BY LANDSCAPERC _
015 TO FRIDGE/FREEZE RISE #20 ZY \ aa L| | \ \ LA XY 0100
HOT&COLD TO Zi > wt K : —
SINK ABOVE a _ ¢100uPVC 24 FU
BED 2 \ \ _ EXISTING RETAINING WALL —=— /
RL 17.000 vos A f SANITARY DRAINAGE ELEVATION
~ DR1 & DR2: ELEVATED DRAINAGE USING DRAINAGE PRINCIPLES
GARAGE S1: SINGLE STACK SYSTEM
BED 3 s a RL 16.950 VOS —/
RL 17.000 VOS —— \ Rove i
\ = | \
— DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
[Amd Description Date
RETAINING WALL (TED) RISE @20 HOT&COLD TO DUCT
ABOVE AND CONTINUE IN DUCT TO
HIGH LEVEL OF GROUND FLOOR
920 AT HIGH LEVEL RISE COLD TO WC ABOVE
i ‘| 17.000 VOS (ENCLOSED SUBFLOOR) - ‘\
a i }
— 1 i) —
BH | wi ' RISE HOT&COLD TO SHOWER
Cai -ep= 1) ee HL} soupnens} | -—-1—-- ABOVE CONTINUE IN WALL TO ( \
¢ tase To SHOWER HEAD OVER \)
| 20 HOT&COLD AT HIGH LEVEL ELECTRICAL STORAGE BASIN ABOVE - SPECIFICATIONS
| HWS AS PER SPEC (\
\| POOL ABOVE au PENETRATE EXTERNAL Y
\| un) ow WALL AND CONTINUE | LI ITEM DESCRIPTION MANUFACTURER NOTES Issue Notes Date
\\ WITH 920 IN GROUND | For Development Approval
{ HOT WATER SYSTEM ELECTRICAL STORAGE RHEEM 300 LITRES For Building Approval
REFER TO GROUND PLAN FOR CONTINUATION _> For Tender x 16—10-15
S For Construction x 16-10-15
2 As Constructed
a CUSTOM MADE, REFER MINIMUM DIMENSION
RAIN WATER HEAD ARCHITECTURAL CUSTOM SHOWN ON DETAILS
Note:
Install strainer and PLV
sede eae" memes pow es “a0
mains press exceeds 680 kPa Hydraulic ‘ '
\\ CW to fixtures
.\ om ¢.0.8. REFER DETAIL Va ~\
» | . contact: Reinhold Koenning MicAust RPEQ No 7023
}} ~ «. Isolating valve PO Box 181
RECESSED FRAMELESS GLASS AHSCA
y, BALUSTRADE (SDD) NRV ORG REFER DETAIL Moffat Beach, QLD, 4551
--—HW at 50 deg email: [email protected]
PH: (07) 5491 4333 FX: (07) 5491 4233
TERRACE . --—HW at 60 deg to Sk & Ldry where applicable (07) (07)
\ Tempering Strai CLIENT :
RL 23,000 VOS a valve rainer DISCHARGE OF POOL REFER DETAIL
yw Temp/Press BACKWASH G HENNESEY & S CRISP
“ S relief valve
Z 7 Hot Weter y STORMWATER INFILTRATION | CUSTOM MADE sperm ¢
— System position o'flow CHAMBER REFER DETAIL CONCRETE & BLOCKWORK | REFER DETAIL iS CHRIS CLOUT DESIGN J
. directly over (PRosect: 25/512 DAVID LOW WAY >
/| sate tra outle’
| | 25—we fr ¥ NOTE: ALL SPECIFIED MANUFACTURERS SHALL BE AS NOTED OR EQUAL APPROVED. CASTAWAYS BEACH
| | 25 MARCUS DUNES COURT
|
\
\ \ DRAWING TITLE:
\
\ |
\ | | ng 25
eh
| Tl WATER SUPPLY (v)
50
| 7 |SSSSee5 NOTES WATER SUPPLY: AND
| . Lo ve A 1. THE PROPERTY SUPPLY TO BE PROVIDED WITH 500kPA ELEVATIONS
Hi] | = - “ , PRESSURE LIMITING VALVE Vy
Hl} | 2. THE TEMPERATURE TO FIXTURES USED FOR PERSONAL HYGIENE
\ | safe tray —— —= SHALL NOT EXCEED 50deg CELSIUS
i iJ ~ + Te
\RISE #20 HOT&COLD IN 350 ue ee eee ° FWG Design| RHz| checked] © [Date | 16-10-15 | Dwg. No. AMD.
WALL TO HIGH LEVEL AND _
CONTINUE TO. FIXTURES from FWG \ SCALE: 1: 100 on At u.no.| 4 Of 4 3065-4 JA
HOT WATER CONNECTION DETAILS RPD:— LOT 25 SP 111721