Council archive · source document
3065 Colour 161015 · MCU16/0046
Attached to the e-mail MCU16/0046 - Response to information request.
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
a
A IAANMILNNLANNMAAAA AANA Ana nag AD
Lo000n9
lay
UT]
J
&/
Uh] ly
Lng
Leap
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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