3278 Colour 250717 · MCU17/0523

 

 

MARCUS DUNES CT

MARCUS DUNES CT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DO MOO NOOO DOOD OOD Oy

 

 

 

 

 

ERRAC

GLASS BALUSTRADE

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— GLASS_BALUSTRADE
Fi

 

VOID VOID

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WALL

EXISTING RETAINING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ACCORDING TO AS3500.2 2003 PLUMBING CODE OF AUSTRALIA REQUIREMENTS

 

 

REFER TO BASEMENT PLAN FOR CONTINUATION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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GLASS POOL FENC

 

 

 

 

 

 

 

 

DAYBED

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DOOR
FP UP |

 

 

 

 

 

 

 

CATCHMENT

WET EDGE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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GROUND PLAN
UPVC bolted
trap screw
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Foes aoe

EXISTING SEWER MANHOLE
SM2666427

LEVELS SUBJECT TO
DETAILED SURVEY PRIOR
TO CONSTRUCTION.
ALLOW FOR ALL COSTS.

 

   

Depth as required

 

 

 

 

 

co

NTS
1. All
2. All
3. Provide the principal with accurate records

of

IO TO SURFACE

pipework #100 unless noted otherwise
concrete surround grade N20

i.o.s. locations upon completion.

OVER FLOW RELIEF

GULLY (ORG)

75 MIN.

 

GROUND
LEVEL

CHARGE PIPE IN ACCORDAN
W/ AS3500.2:2003

 

150 MIN. TO LOWEST FIXTURE

 

 

 

   
 
 
 
 

OVER FLOW RELIEF GULLY

WASTE PIPE

CE

 

MINIMUM OVER FLOW RELIEF

IS TO BE DESIGNED, INSTALLED, MARKED, LABELLED AND TESTED

ALL WATER SUPPLY IS TO BE DESIGNED, INSTALLED, MARKED, LABELLED AND TESTED ACCORDING TO

AS3500.1 2003 PLUMBING CODE OF AUSTRALIA REQUIREMENTS

ALL FIXTURES, APPLIANCES AND APPARATI CONNECTED TO THE PLUMBING SYSTEM
ARE TO HAVE WATER MARK CERTIFICATION OR COMPLY WITH THE PLUMBING CODE

LEVEL1 PLAN
us Ye
| peroowrne pune
o
REFER TO GROUND PLAN FOR CONTINUATION ¢.0.8.
| ——SSSS=
a
100uPVC
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BUILDING ABOVE OOL ABOVE
a
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z WINE “
z CELLAR BAR
@ \
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b Le b
. SNE OF FOHER FLOOR WA =F VINE DISPLAYS CITITH CITI POOL WINDOW AND MEDIA
%100PVC:
3 0
1 ——# 100PVC
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7 a
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#100PVC 1 00uPVC
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1.0.
Nn 100uPVC / x
TET J. \ C.0.S. “°
c.0.S. S,
D
@100uPVC No 4
OS
#40 TRAPPED FROM JOIN TO EXISTING |
HWS TUNDISH TO PROPER WER °
ORG OPERTY EWE EXISTING PROPERTY SERVICE
SERVICE USING
INSPECTION EXACT LOCATION AND
OPENING, CAPPED LEVELS SUBJECT TO
AND SEALED TO DETAILED SURVEY PRIOR TO
SURFACE CONSTRUCTION.ALLOW FOR °
BASEMENT PLAN ALL COSTS.
Tundish
Pool backwash
25mm pea
External | . NOTES SANITARY DRAINAGE: NOTE:
gully and riser 1. NO CONNECTIONS SHALL BE MADE WITHIN 500mm OF BASE OF ALL SANITARY DRAINAGE
ANY STACK
2. ALL STACKS TO BE PROVIDED WITH EXPANSION JOINT AND TEST
CATE NOTE:
3. ALL FLOOR WASTE DRAINAGE LINES INCLUDING LINES DIRECTED
TO STACKS SHALL BE NOT LESS THAN 65mm
4. ALL DUAL BASINS SHALL BE JOINED AS FIXTURE PAIR
NOTE:
OF AUSTRALIA PART A2.
NOTE:

SWIMMING POOL BACKWASH DETAIL
SCALE: NTS

 

POOL PLUMBING BY OTHERS

GULLY (ORG) CLEARANCE

 

 

 

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

 

 

SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
DR.—ING. REINHOLD KOENNING
RPEQ7023

MSC, PHD, MEAUST, AHSCA

DATE AS PER TITLE BLOCK

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 x 21-07-17
For Construction xX 21-07-17
As Constructed
E Hydraulic 3:
— . . Y
contact: Reinhold Koenning MigAust AHSCA
PO Box 181 .
Moffat Beach, QLp, 4551 RPEQ# 7023
email: [email protected]
PH: (07) 5491 4333
CLIENT :
WEIER & COPLEY
ARCHITECT :
CHRIS CLOUT DESIGN J
(Prosect: 26/512 DAVID LOW WAY >
26 MARCUS DUNES COURT
CASTAWAYS BEACH
DRAWING TITLE:
SANITARY
DRAINAGE (v)
Design RH, Checked | ae [Date 21-07-17 | Dwg. No. AMD.
\ Scale: 1: 100 ON At UNo.| 3 of 5 3278-3 J
RPD:— LOT 26 SP 111721