06/0174 - Approved Plans [As Published] · 142006.174.02

 

 

 

AVORAULICESERVIGES

SUNSHINE BEACH HOUSE
46 & 48 SEAVIEW TERRACE

FOR

PAT RAFTER

GENERAL NOTES

Water Supply and Sanitary Drainage has been designed and shall be constructed in
accordance with the Q’ld Standard Sewerage Law, Q'Ild Standard Water Supply Law,
the National Plumbing and Drainage Code AS 3500., all relevant Australian Standards,
and the requirements of the Local Authority.

These Drawings are diagrammatic only and shall be read in conjunction with all relevant
Architectural and other consultants drawings and specifications and other written
instructions that may be issued during the course of the contract.

Any discrepancies shall be referred to the supervising officer for decision before
proceeding with the work.

Contractor shall verify all fixture locations, invert levels, surface levels, and

cover to pipes are correct and obtainable prior to commencement of the work.

The exact location of existing, and proposed services, shall be verified with

the relevant Authority, or other trades as applicable.

Fire stop collars to be used on all plastic pipework penetrating fire resistant
construction.

SANITARY DRAINAGE

Underground pipework shall be 100 dia. PVC DWV, min grade 1:60 U.N.O.
Suspended Pipework shall be PVC class DWV.

Trade waste pipework to grease trap suspended shall be “Coesprene” or
HDPE. Underground shall be vitreous clay or HDPE.

Trade waste pipework to oil separator shall be HDPE, or Vitreous clay with
"Nitrile” rubber rings.

CLeanouts or inspection openings brought to surface in paved or concrete
areas, or within buildings to have brass caps.

STORMWATER DRAINAGE

Underground pipework shall be 100 dia PVC class SW min grade 1:100 U.N.O.
Downpipes shall be 100 Dia PVC class SW.

Rainwater outlets (RWO) and planter outlets (PO) shall be "Gatic Wade” or similar,
with membrane clamp where required.

WATER SUPPLY

Pipework shall be copper tube type B. UNO. Water supply pipework shall be 20 dia
U.N.O, Except one fitting only may be 15 dia. max. length 3000 mm.

Hot water pipework shall lagged.

Hot water recirculating lines to be insulated with 20mm "Armaflex” or similar.
Provide tempering valves on hot water to personal hygiene fixtures.
Underground copper pipework shall be "Kemlagged” or otherwise protected.
Underground pipework not under concrete slab may be polypipe class PN20.
one size larger than shown.

Exposed pipework in amenities areas, shall be chrome plated.

Where water meters are installed within tennancies, provide remote readout
adjacent to Electrical meters, or in a position as indicated by the Architect.

BACKFLOW PREVENTION
Provide hose connection vacuum breakers to all hose cocks
Provide RPZD to any irrigation connections.

COVERS & FRAMES

Covers subject to vehicular traffic to be 535 dia, cast iron, medium duty UNO.
Covers in grassed or conc. areas to be 535 dia. cast iron, concrete infill light duty.
Covers in paved areas to be 600 sq. Infill to match paving pattern

Covers in tiled areas to be as for paved areas with brass edging.

Concrete infill covers to be stamped “SWD" or “SEW” as appropriate.

Covers & Frames to be "Faston” or equal approved.

GRATINGS

Gratings for storm water to be "faston, Gatic” or approved equal.
Duty to match manufacturers recommendations for loading condition
Trench grate to be transverse bar.

Floor waste grates to be chrome plated brass

 

 

 

 

 

LEGEND
Existing water Q Diameter
Existing sewer ¢.0.s. Cleanout to surface
Existing storm water CJ Capped junction
Existing house drain Cv Conrol valve
Sanitary Drainage cs Cleaners sink
Vent Pipe cw Cold Water
Cold Water DAP Duct access panel
Hoek. water ocv Double check valve
. Een Eccentric Enlarger
———— __ Storm Water Drainage Elev Dge Evevated Drainage
Fire En! Enlarger
agi Agi Drain FC False ceiling

FH Fire Hydrant
i FHR Fire hose reel
ie —— oo Finished floor level
Down Pipe FU Fixture units
Stack GIT Grease Interceptor trap

|

 

Z GP Gully pit
(3) © Vent Pipe GMH Gully Man Hole
@= Vv Gate valve
@) oye vent Aw Hot water
Educt vent HCB House connection branch
© HD House drain
® eet. HL High level
(=) © Hot water riser Ic Inspection Chamber
(By) o-——-Fire-Dropper—™ —— ae ao ,
: : io nspection openin
Fire Riser ios iaesecton ceening to Surface
K&C Kerb & Channel
—--(Mp-- water meter MH Manhole
NRV Non return valve
eS Vv Valve oy Path box
Bi kK Pressure limiting valve
LSA ccamahies PO Planter outlet
—sS—_ een Eccentric enlarger RPB Real Property Boundary
RPD Real Property description
----— en Enlarger RPZD Reduce Pressure Zone device
RWO Rain water outlet
e) ORG Overflow Relief Gully  RWH Rain water head
SD Sanitary Drainage
[lo we Water SL Surface Level
Closet S Square
. aft Safe Tray
sk Sink swD Storm water drain
t/td Trapped Tundish
EY. Laundry tub TG Test gate
i td Tundish
(Sj wm Washing TG 9 Trench grate transverse bar
Machine TG Trench grate longitudinal bar
} FWG Floor Waste T.M.V. Thermostatic mixing valve
gully = Tempering valve
Basin u/g Underground
S - ° u/s Under slab
u.n.o. Unless noted otherwise
‘ee Bth Bath Ws Water supply
et FHR Fire Hose Reel b< Shr Shower

HWS Hot water system

cs Cleaners Sk C)

 

tet ke
7 ae
Awnaie ©

 

 

 

 

Tempering valve

 

 

 

Irrigation

 

 

 

 

Dishwasher

 

 

stormwater
system

STORMWATER HARVESTING STRATEGY

 

 

  
 

 

Roof water

[e

1 typical float valve
operated top up

  

rainwater tank in

   

Rainwater
zone

  
 
 

 

 
 

a
town main
storage zone

 

  

sludge zone

   

Stormwater
pit

 
 

Capilary bleed tubing
discharge point from
first flush device, or
in garden 1m away

\Zinstallation_on top.of_|.

 
 

Coral

Proposed

Development

 

Rainhead with leaf
screen and mosquito
screen if applicable

|
first | flush device

ee

  
 

visud| water
level site tube
optional

floating ball
valve

water
meter

Sludge valve
optional Ly} —-— oH - —-

Si ide eo re cs da ‘iin sp samen eel a

Max SOOkPa pressure
limiting valve within
path box

Sa ace ean er eh eg oe dere greta

RPB Towns
main

 

tors 991 & 60 on RPS1S10

DRAWINGS

1658 =e
1658-1 aa
1655-2 7

GENERAL NOTES

, Note:
All kitchen, laundry & bathroom fitti

& LEGEND

GROUND STORMWATER DRAINAGE
GROUND SANITARY DRAINAGE

ngs and toilets

to comply with the AAA Water Conservation Rating
System as defined by AS/NZS6400.
Provide flow restrictor valves where
to taps and shower roses. The flow
exceed a maximum of 9L/min

necessary
shall not

 

   
 
     

  
  
  

STANGES-.MAay T
DERARTED FROM

 
 

S$ APPROVED _

 

 

 

CATCHMENT AREAS

Pollution Control Management Plan (PCMP):

1

2.
s
4.

To be responsibility of Management

To list all in flow filtering devices like leaf eaters
at DP’s and other filters

To keep and maintain a log of cleaning

To clean devices including first flush storage tank
—as to manufactures specification

—minimum quarterly, but monthly in rainy season
—after each major rainfall event

To inspect and clean tanks minimum once yearly
To install and maintain pump and fixtures for
reuse/watering/irrigation as to manufactures specification

 

 

  
 

IAs Constructed —

    

FIOVAL of the MANAGER LAND DEVE

  
   

 

 

 

 

Description

 

 

 

 

 

 

 

 

 

 

 

 

Notes

Date 4

 

27-10-06

 

 

For Construction

 

 

   

 

 

 
 

 

Building Service Engineers

&

Construction Hydraulic

 

 

 

PO Box 1176
Buddina QLD 4575
email: [email protected]
www.conhyd.com

contact: Reinhold Koenning MicAust RPEQ No 7023

PH: 5444 8645
FX: 5444 8224

 

CLIENT :
PATRICK RAFTER

 

ARCHITECT :

 

JOHN BURGESS ARCHITECTS
PROJECT:

46 & 48 SEAVIEW TERRACE

 

 

SUNSHINE BEACH HOUSE
DRAWING TITLE:

GENERAL NOTES &
LEGEND

 

  

 

Date |13—12—06 | Dwg. No.

  
 

ON Al U.N.O.

    

 

 

RPD:— Lots 59 & 60 on RP81810